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RF-17-788 Perm pro: RF-3-17-788". Miami Shores Villageemwtyp+3;Roof r 10050 N.E.2nd Avenue NE `- rm „- Wb*Classification:Tile/Flat,[, Miami Shores,FL 33138-0000 hm ° Phone: (305)795 2204 f�eM#t``Sta APPROVED �20A Issuelat ;44/3/20 .7 Expiration: 09/30/2017 Project Address Parcel Number Applicant 1045 NE 97 Street 1132050170100 ALEXANDER QUINTANA Miami Shores, FL Block: Lot: Owner Information Address Phone Cell ALEXANDER QUINTANA 78 NW 99 Street MIAMI IS FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 25,600.00 ACE PROPERTY SERVICES CORP 305-598-1700 ?? I _...,,, Total Sq Feet: 3300 TMMMMMMM=� 'i Type of Work:Re Roof Available Inspections: Additional Info:REROOF FLAT AND TILE Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-3-17-63415 CCF $15.60 03/22/2017 Check*3241 $50.00 $835.36 DBPR Fee $4.88 DCA Fee $4.88 04/03/2017 Check#:003254 $835.36 $0.00 Education Surcharge $5.20 Bond#:3360 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.80 Total: $885.36 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by eithe myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS. S,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio sTnritor ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam c to do the work stated. April 03, 2017 Authorized Signature:Owner / Applicant / on o / Agent Date Building Department Copy April 03,2017 1 �7 Miami shores Village ..,. „w, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 IORIDp' Tel: (305)795.2204 Fax: (305)756.8972 RE: Permit# 3T DATE: "1/(-1 INSPECTION AFFIDAVIT I O (LS �(-ex licensed as ontractor/ gineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: CCC 0502-2-1 On or about Y l l('� IF 0--&k1,1 , I did personally inspect the roof deck nailing (Date&dme) N work at S i�(� Gj 1 S i � S A'Idw �_ 313 E-- (Complete (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based 44 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this l day of T NATIANA VEGA Notary Public, Sate of Florida at Large � ' MY COMMISSION#G0003711 EXPIRES June 26,2020 53 oom *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an Inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection ae,1-4—/7l9r1M(1uirp 1rm0 --- Lab Report No. 127217 FLORIDA TFC PROVIVING SOLUTWIV �®THE' e�oo��vG a v®t�srrar C.A.#30448 Lab Certificate#13-0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS-106 PROPERTYADDREss: 1045 NE 97th St.,Miami Shores PERwNo: RF-3-17-788 OWNER: ROOFING SQUARES: 33 CONTRACTOR: Ace Property Services ROOF PITCH.• 3:12 TILE TYPE: Flat INSPECTOR INITL m AB ATTACHMENT. TEST DATE: 4/28/2017 Testing Equipment:DiaM Chatilloca DFIS 200 Test Tabulaffon Required Testing Force:35 lbs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1-9 Passed 10-19 Passed 20-29 Passed 30-39 1Passed THIS ROOF HAS:PASSED ® FAILED❑THE STATIC UPLIFT IN ACCORDANCE WITH MIANH-DADE COUNTY TAS 106. f f c `f ` � ,' � F• 60' f' - - - - - - - - - - - - 4 g 5 6 10 3 i 9 4Q - - - 12 39 - - - - - 30 11 15 - - - - - - - - 25 16 47' 4 38 27 23 35- 17 a ly' rg F Go ez,P.E. 28 ic. .34 41 20 10735 SW 2160 St. Unit 416 Page 1 of 1 Tel:305-256-4550 Miami FL 33170 www.FloridaTEC.net Fax:305-256-6833 Miami shores Village soon o,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 tORIDp' Tel: (305) 795.2204 Fax: (305)756.8972 RE: Permit# - DATE: 3 5/(-? INSPECTION AFFIDAVIT CG (s Pi l(�e s licensed as a ( Contracto /Engineer/Architect, , (Print nam and circle license Type) FS 468 Building Inspector License#: CCC O SQZ2q On or about `1` S ' C 1 1 did personally inspect the roof deck nailing (Date 8 time) work at OILS � el 51— (Complete 1— (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o ' 5 4 FS) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. {'L Sworn to and subscribed before me this S day of ( C -2,0 [-I Public, Sate of Florida at Large NATISSIOANA VGGA Notary g v� :•• ': MY COMMISSION# G003711 EXPIRES June 26,2020 Flortdallote om 40T 388-0153 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection oo,1-4,,,,MimmnIAW)lrmno 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5-t—k FBC 20 V BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. BUILDING ELECTRIC ® ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:-/045 Iii E 01—) S T City• Miami Shores County: Miami Dade Zia: 3313✓ - Folio/Parcel#: // -3Zo5-O 1-1 —o t Oct Is the Building Historically Designated:Yes NO L-- Occupancy Type: Load: /� /Construction Type:S F• Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): A14-KaNd4( ©y,AAaV ,% Phone#: Address: me 9`1 sT City: M IAYrt� ho(-eS State: f" ( Zip: 331 Tenant/Lessee Name: Phone#: 3U r` 7(/- eft Email: 0"114 tOk!L4 104aV1 Ct CONTRACTOR:Company Name: ACE 1rol?fr4 ./ JeC V(Le r Phone#: 3J5 7ao Address: I 81 SW 1,5 8 ST *$ City: (fiYV\1 State +' It Zip: 33 15"1 Qualifier Name: CGlrtox�.� `[-e S Phone#:305 6991 State Certification or Registration#: CCC 059-V-9 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$2 si (G OG . O 0 Square/LinearFootage of Work: 33©O - Type of Work: ElAddition [!]-- ❑ rFot Alteration New Repai Replace ❑ Demolition Description of Work: I``eco0 7 �( � e t l�� Ta� Specify color of color thru tile: &vwg F(CA(t C0-4 C.f'rE*% --rr, C Submittal Fee$ Permit Fee$ 'CP CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ �00"M TOTAL FEE NOW DUE$ .3 (Revised02/24/2014) 3353,(o ?53,(o 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 Vreiection feewill be charged. (,Wj Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ��dayof W( .20 �� by �(�daly of A®lOy 20 c .by who is personally known o CGC aS P�l(�S. .who is personal) known W / or who has produced as me or who has produced S=) LL o E �4 a IL LL identification and who did take an oath. identification and who did take an oath. z C-, W 0 NOTARY PUBLIC: NOTARY PUBLIC: > F C] � wZ Q Q g LE � Sign: ,,1, p Sign: 0 CL w U w Print: l &k4—�A "C\� Print: �-L "� V ®` P`�c(des Seal ;�@4:. NATIANA VEtiA Seal W��Noe e,aN +oid c L"a7e T° MY COMMISSION#GG003711 OZOZ'9ZAeWS3biIdX3 _ • •*"r �•a"' '1!4y;, ��.=" EXPIRES June 26,2020 L L06L6JJ#NOISSINVY00 AW '�•�,�,o�:� ************x�*we* �►�OAit3ks# *#aoF�ekbetP ***** *ss�x#�k*******a* �}ryr*��k5ill�e�lFiR�1e�IF eq bk�F7k7MA ��k**�°slie* *ae****a� APPROVED BY '�'� l�? Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) SNx�c.i�S G Miami Shores Village move null" Building Department 10050 N.E.2nd Avenue rig! Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: '3 Z 0- 10050 NE 2nd Ave Miami Shores, FI 33/n138 AI Re: Owner's Name: �'Pka4a til la Property Address: lo45 IUE 4`? sT Roofing Permit Number: Dear Buildin ff ial: r 1/i U certify that I am not required to retrofit the roof to wall connections of my building because: tie just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was c nstructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 a ition of a Sou Florida Building Code(1994 SFBC) r Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that he/she "is the owner for the above property mentioned. Sworn to and subscribed before me this_ 1=2C.2 day of NATIANA VEGA �l MY COMMISSION#G0003711 Notary Public, Sate of Florida at Large // f;?e�, EXPIRES June 26,2020 88-0183 PloddeNote .o®m • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Property Search Application-Miami-Dade County 3/21/17,6:07 PM OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:3/21/2017 Property Information Folio: 113205-017-0100 a Property Address: 1045 NE 97 ST Miami Shores,FL 33138-2555 Owner ALEXANDER QUINTANA il4 Mailing Address 1045 NE 97 ST > 1 MIAMI SHORES,FL 33138-2555 PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,383 Sq.Ft Living Area 1,883 Sq.Ft ; Adjusted Area 2,133 Sq.Ft Lot Size 8,475 Sq.Ft Taxable Value Information Year Built 1953 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $264,144 $261,961 $259,486 Land Value $284,188 $258,352 $229,026 School Board Building Value $148,457 $148,457 $142,787 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $35,713 $23,841 $24,094 Taxable Value $289,144 $286,961 $284,486 Market Value $468,358 $430,650 $395,907 City Assessed Value 1 $314,144 $311,961 $309,486 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $264,144 $261,961 $259,486 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $154,214 $118,689 $86,421 Taxable Value 1 $264,144 $261,961 $259,486 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 OR Note:Not all benefits area applicable to all Taxable Values i.e.County,School Previous pp � � Sale Price Book- Qualification Description Board,City,Regional). Page 03/01/2007 $596,500 25525- Sales which are qualified Short Legal Description 3111 55 53 42 PB 4351 06/01/1995 $0 00000- Sales which are disqualified as a result of REV PL MIAMI SHORES SEC 8 00000 examination of the deed LOT 10 BLK 180 LOT SIZE 75.000 X 113 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://w.vw.miamidade.gov/info/disclaimer asp Version: http://www.miamidade.gov/propertysearch/#/report/summary Page 1 of 1 x , toad` r" SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern 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 ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed m accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers' acc ance with the requirements of Sections R4402,R44 3 d R4413. Owner/Agents Signature Date Contracto gnature Date (0� 5NfE °1 -ISr Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . . .. . . . . . . . ... . . . ... . . . . . . . . . . . . •• •• . • . •• .. ... . . . ... . . Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application ation Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 0,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detall Drawings 3. Design Calculations per Chapter 16,or If Applicable, RAS 127 or RAS 128 4. Other Component Notic4 of A4cA *4 5. Municipal Permit A li n • • • • • 6. Owners Notification for Roofing Considerations(Re-Roofing On 7. 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R On \ . ■ an na. a■ IF!r.nr .r o.r r P, 5■,,0:3 3h d,KI .ICmrmmn7w�r^!7■■i■ . a.s an■r■■ '�"iC`C�` �il �r_'GC CC`�=oi'�..ra "CC\:Ks■■ r aa�� a C��Col:i� .r�C1�rni r . r.�li■rC:CCCc/■ ■ ir■■ ■Caw ■: : o `C G G ::: E:CSC:::C:CSC:::me ON ::C::Cn i■ � �" _ ::C: :C::::::m: :asCCE: High-Velocity Hurricane Zone Uniform Permit Application Form Section_C (Low Sloped Roof Svsteml Fill in Specific Roof Assembly Components Fastener Spacing for AnchoNBase Sheet and Identify Manufacturer Attachment (If a component is not used,identify as'NA' 0� Field: � 'oc @Lap.#Rows 2 @_9.,.*oc system MaMdacduer 601V `03 O• y Perimeter.�'oc @ Lap,#Rows @ 'oc ( LAv NOA No.: Comer. 'oc(�Lap,#Rows �(� 'oc Design Wind Pressures,From RAS US or Calculations: Pm�c1�y .$ Pffwx2:��`.� Pmax3: _LDS O NumberNuof Fasteners Per Insulation Max Design Pressure,F m the NOA Z, Field P � Comer sysF�am: � � DedcIllustrate Components Noted and Type: A )((e 1-4 Details as Applicable: X3 Zb WOjVAWoodblocking, Gutter, Edge Termination, GeugeJfhido�ess' � � P°°$ Stripping, Flashing, Continuous Cleat, Cant Slope: l�?� : a Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet&No.of Ply(s): I! dtada: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Base Sheet Fastener/Bonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulation Base LaComply with RAS 111 and Chapter 16. yer. � Base Insulation Size and Thidv►sss: � Base Insulation FastenerBonding Material: Top Insulation layer. FT. I P1"t 1441&-Al S'uRr Thickness:Insulation Size and Thidcrs: parapet Top Insulation Fastener/Bonding Material: �) SaYL1P Helflht ( Pah dubber®ion ?�4., Base Shest(s)&No.of Ply(s):�IMT 4 l 1 Base Sheet FastenerBondi Material: `/4 as Ne1S 1 1�� _TI�f 1 X.(o —FA C,-7 Mean Roof Ply Shest(s),&No.of Ply(s): � ✓old 2D x 2O C% Height Ply Sheet Fastener/Bonding Material: -RT,9216A(4- Top Ply L*a Nlin�o+l Su�ef�ce Top Ply Fastener/Bonding Material: oi1a t+ Surfacing: •• ••• • • •• . .. . . . . ... . so: 06: 646 000 .. ... .. . . . .. . .. . . . . . . . . . . . . • . . . . • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: fBO P-0 6j�N L Notice of Acceptance Number: 01 1 1 •�S Minimum Design Wind Pressures,if Applicable(From RAS 127 or Calculations): P1• -3"I I P2• �fig'( P3: IOU, Maximum Design Pressure From the NOA Specific S stem : 3 Method of file attachment: 44 110 D 2 O)ypoAe*d- OP'" C' SQA'! l_ Steep Sloped Roof System Description Deck Type: 1 K 4- G ype Underlaym®nt: Roof Slope: � P" nsuiadon: N I : 12 Fire arner. tiles Ridge Ventilation? astener Type&Spacing: y y (umist I Vj5j1y,tdfs dhesive Type .-I f✓ ype Cap sheet: ,80119)ass IR MA-Y oof Covering: ` S l I9 e• •.• • • . • •. Mean Roof Height: `. `type&Size Drip .. ... .. . . . Idg-Ee; 3 x3 zAV 01# �-�t,V►9r�o 2e� Iu�A2, ... . . . ... . . . . . . . .. .. ... . .. .. ... . . ... . . Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compared the values for M,with the values from Mt.If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the We attachment method is acceptable. _�� Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: —1.�z (5 ae 1 Z.52--Mg: -1-(02 -hL.� NOA 11h 31.3 (P3:' •1 z 7l 315 . 7-1.4_ 51_mg: 11•(02 m M�3. �' NOA lY*c31. (p3:- 1 z 7l O/ a _Mg: '7.(Oz m D NOA A* Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance M)From Table Below NOA lbk Mr Required Moment Resistance* Mean Roof Helam Roof 81 20' 2d' 30' 40' 1 38 2 30A 1-,322 3LB 372 51 ___30.f 31A 3LB 3" 28.42B.0 29A 30J 32A :114 24A9 .0 ------------ *Mast be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tale systems use Method 3.Compared the values for F'with the values for Fr If the F' values are greater than or equal to the Fr vah m%for each area of the roof,then the tie attachmep�t nddh is acceptable. Method 3"Uplift B ` Be tions Per RAS 127" (Pl: z l: _ : w:= _W. z 8: = FM: NOA F' (p=: z L• = z w:= -W: z c 8: = Fn: NOA F' (P3; :1: z w:= - 99.—= Fr3: NOA F' Where to Obtain Information Desert on S bol Where to find Dewe Pressure Pl orm orP3 RAS 127 Table 1 er by ae amlyds PE based on 7 Meas Roof Hel H Job Site Roof 0 Job Site NOA blcsneffi to M NOA A wkwAnt Reaiatowe O Momeat lrl� • • • Maknam Ala • RecA • • • &VGMETUCWCw W NOA Tile Dimensioas I= N A w= ' All moons must be sdmgftd to this e3the of • •• • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MIAMtDA MIAMI-DARE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTIC NCE NOA www.miamidade.eoy/economy CIrvine g,LLC enter Drive,Suite 100 618 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 Veloc' cane Florida Building Code. DESCRIPTI : Saxony 900 Concrete Roof Tile LABELING. ach unit shall bear a pennanent label with the manufacturer's name or logo,city,state and following statement: "Miami- unty 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. TERNIINATION 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 rQqnestof the,Building Wi6al. This NOA renews NOA No.13-0723.05 and consists o*fipageg 1:thsotlg08000 •. The submitted documentation was reviewed by AlexVigera• •• •• \ . . •• ••• • CApproval .05 CMAMEDADME0 • • • • • • • • • • :.t, t o oo• 000 :4, •.• /22, /16of 8 •.. . • . • .•. • • • • • • . . • . . • . •• •• . • . •• .. ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Catep-ory Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-5/32" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete rile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof file with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness .. . . . . . ... .. . ... . . . . .. . •• • • • •• ••• •• • • ••• ••• ••• • • • • • • • • NOA No.: 16-0711.05 MIAM4DADE COUNTY • • • • • • • • • ••• ••� ••• ••• •� ••� Expiration Date: 0486/22 • D Approval Date: 0989/16 Page 2 of 8 . . 0:0 •• • . . . 0:0 •• . . . • . • . . . . .. .. . . . .. .. . 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reuort Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Battens) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H&III TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 5201114 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations .*9 ••;TyvQ Pgtty 4dliesjV Set System April 1999 Walker Engineering,Inc. Evaluation Calculatiofis .Itest't>Z`irt Zlclu4nt§Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 ..' ..: TAS 112 06/29/16 South Florida . ... •.• ••• . . • NOA No.: 16-0711.05 MIAMI•DADE COUNTY • • • • • • • • ...• • :.. :• •�• •.' :.. '.' Expiration Date: 04/26/22 Approval Date: 09R9116 Page 3 of 8 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 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 shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 35 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 the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900(Slate, Shake& Split Shake)Concrete Roof 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-1 (ft) Width w(ft) Saxony 900 10.9 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers-X(ft3) Tile X(ft3) X(ft3) Profile Batten Application (Direct Deck Applicatio Saxony 900 0.291 0.315 Slate, Shake&Split Shake Table 3: Restoring Moments due to Gravity- Mg (ft-Ibf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct D k Direct DeR� Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake& ! Deck Deck Deck Deck Split Shake 7.7 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . ... ... ... . NOA No.: 16-0711.05 CMAMIMADECOUNTY Expiration Date: 04/26/22 ' Approval Date: 09/29/16 Page 4 of 8 . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 248 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile ano Saxony 900 Slate, Shake&Split Shake Adhesive' 31.32&3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond"one-component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset@)AH-160 two-component foam,minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake&Split Shake ICP Adhesives Polyset@)AH-160 118.9'4 Two-component foam 40.45 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance so Saxony 900 Slate, Shake &Split Shake M96ar6et -0; •• 43.96 5 Tile-Tito Roof Tile Mortar • • • �• •• • • MIAMI•DADE COUNTY • • NOA No.: 16-0711.05 � • • • • • •• • • • • • • • Expiration Date: 04/26/22 • Approval Date: 09/29/16 Page 5 of 8 .•. . . . . ... • . . . . • . . . • . • . .. .. . . . .. .. ... • . . ... . . 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". PEI LABEL FOR BORAL SAXONY 900 TILES(LAKE WALES FL PLANT) LOCATED UNDERNEATH 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAIL HOLES • s 1-5/32"(Slate) 17" COVERLOCK 13 " iWEFLOCI,: ••. �. •• • • 9AXONY Ob-9LATE 6 : .. •• NOA No.: 16-0711.05 MAMMADE COUNTY • • • • • • • • • •1 ••• •. ••• ••• ': •• Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 . . 0:0 •• . . . . 0:0•• ••• . • • . • • . . . . . . . . ... . . • ..• PROFILE DRAWINGS NAIL HOLES 1-9/32"(Shake) 17" �•� 13 " Note: Available Top Surface Finishes S. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE • • • MIAMI•DADE COUNTY • • • • • • • • • NOA No.: 16-0711.05 ...fngj� ;• ;• ••• • • Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 ••• • • • • ••• • • • . . • • • • • . • . •. •. . . . •• .. ••. . • • ••. • • PROFILE DRAWINGS NAIL HOLES - K Nl 1-9/32"(Shake) 17" ``�• 13 " SAXONY 900-SHAD END OF THIS ACCEPTANCE .. . . . . . ... .. . ... . . . . % . .... . . .. . . .... ... .. . . ... .. ... . • • •. • • NOA No.: 16-0711.05 rapMFa�oe courmr : : .• • •. •. . •• Expiration Date: 0486/22 • ••• • • • 0.: Approval Date: 09/29/16 Page 8 of 8 Y ... • • • • ... • 0 . . • . . 0 . . r MIAMMAW, MIAMI-DADE COUNTY " PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF.ACCEPTANCE (NOA) www.miamidade.eoy/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 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: Polyglass Polystick Underlayments 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.14-0717.08,Att dfti4s Ofp'dgetI throlith 8. The submitted documentation was reviewed by Gasf ar J Rodriz: : :.: •. .. ... .. . . . .. •• • •` • • : : NOA No.: 15-0410.04 :00 • • • ••• . Expiration Date: 09/13/21 Approval Date: 08/11/16 •.• • • • • •.• • • Page 1 of 8 • • • • • • • • • • ••• • • • ••• • • ROOFING COMPONENT APPROVAL Cateaory Roofing Sub-Cateeorv: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 313-N8,, ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified, fiberglass reinforced,bituminous Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 333/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 61'x 31-N8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Location#2 roofing and roof tile underlayment. Polystick TU Max 65'8"x 313-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#1 &#2 underlayment. Polystick TU P 32'10"x 3'33/8" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a rile roof underlayment. Polystick TU Plus 65'x 313'/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location#1 &#2 Polystick MTS 6518"x 313-3/811 TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 6518"x 3'33/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Elastoflex S6 G 32'10"x 3'3-%" TAS 103 and Polyester reinforced,SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location#2 ••• ••• :•use is roof tile underlayment systems. . ... . . . . .. . .. . . . .. ... .. . . ... ... ... . • • • • 0 NOA No.: 15-0410.04 aa2M= e�o,UWrY •.• • • •• ... Expiration Date: 09/13/21 .. 0. Approval Date: 08/11/16 Page 2 of 8 . . ... . . . . ... . . . . V: . . . . . . ... 000 . . ... MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Aeencv Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103&TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•nWE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building OpMaf bt app:c4ft bbigligg Code in order to properly evaluate the installation of this materials. • • • .• ... .• . • • .. . .•. ... ... . • •' : • •• •• • '• NOA No.: 15-0410.04 l SI�.7 mE CCMN" • •• • • • • • • • •-; t3 ••• • • • ••• • Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 • •• •• • • • •• •• INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2): Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap.(for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck,subsequent cap membrane self-adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. •. . • . . . ..• •• •. • • . •. .•. •. • . .00 ••• ••• . NOA No.: 15-0410.04 f�#!lkOADE Co41@biY •e• ` ` ` ` •: Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 4 of 8 •• •• • • • •• •• • • • ••• • • • ••• INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck panels,and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-%2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof tile systems and quant' slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Ex lure'l!169ationc' s' ." MTS lR-Xe Elasto ex &. . IU 2? : :ri e.Pro Dual Pro TU Max MTS Plus S6 G..' .plus'.: '.' : : ..' Winter Haven FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A • NOA No.: 15-0410.04 KIANSMME MMINTY •• •• •• •• •• Expiration Date: 09/13/21 r a Approval Date: 08/11/16 0.0 Page 5of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro,Polystick TU Max,Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows:(See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass'Tile loading detail below for loading procedure—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles -- - -- -- __ (6 Max Per Stack) m rjI / CL j N t0 Roof Deck prepared with POLWnCKTU Plus •• • • • • • ••• •• • ••• • • • • •• • •• • • • •• ••• •• • • ••• ••• ••• • • NOA No.: 15-0410.04 t�ar�koe cin ••• ••; ••• •.' '; ..; Expiration Date: 09/13/21 °1 Approval Date: 08/11/16 Page 6 of 8 • • • . • . . . . • . • ..• . . • .•• 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G are not listed,a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1 V metal disk as required in Miami-Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA,must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys,or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 PremiumaMB,Fiashinrg Eernen4,•XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Fla Bing tQ the jeep in need of repair,followed by a patch of the Polystick material of like kind should be set gAd b#4dt96ed iit piacr gvdt the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the tot ofall laps of the•Patch.• • • . • . • • • • NOA No.: 15-0410.04 �, ••• • • • ••• • Expiration Date: 09/13/21 Approval Date: 08/11/16 ••• • • • ••• Page 7of 8 . . . . . • • • . • • •• •• • . . •• •• •.. . . • ..• . . 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request.It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800)894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. . . . . . :01,•• .. . ... . . . . .. . .. . . . .. ... .. . . ... ... ... . • . NOA No.: 15-0410.04 rsae4oeuoe car •• •• Expiration Date: 09/13/21 °' ••• Approval Date: 08/11/16 Page 8 of 8 . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... MIAMI-DADE COUNTY MIAMbi PRODUCT CONTROL SECTION MMI 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786).315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy ICP Adhesives and Sealants,Inc. 12505 NW 40 Street Coral Springs,FL.33065 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: ICP Adhesives Polyset®AH-160 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 revises NOA 14-0805.01 and consists of page! IrOoYg$ 4. : The submitted documentation was reviewed by Alex Ti`* . : :•: •• .. • 000 • NOA No.: 16-0315.01 MIAMI•DADE COUNTY • • • • • • Expiration Date: 05/10/17 APPROVED_1A :00 •• .. 000 :00 •• Approval Date:04/07/16 Page 1 of 11 ... . . . . ... . . ... . •• •• 00 . •• .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof rile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset"AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofmg Application Standard RAS 127. For use with approved flat,low,and high profile roof rile systems using ICP Adhesives Polyset®AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset°AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPack° N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs./ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change n-40°F.,2 weeks +6.0%Volume Change n 1580F., 100%Humidity,2 .. . . . . . ... . • • • • • • • • weep Closed Cell Content •'A4Tk b J8M- %86od-* Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. .•. .•. :•• 9:0 : NOA No.: 16-0315.01 MIAMMADECOUNTY • • • • • • • � � . . . • . . . . Expiration Date: 05/10/17 ..: �.• 0.1 Approval Date: 04/07/16 Page 2 of 11 . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... a 1 • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Dig Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-743811 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset'AH-160 shall solely be used with flat.low.&high rile 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 ICP Adhesives Polyset®AH-160 roof tile adhesive with their rile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . • . • . .. ... .. .• . . .. ' ' ' ' ' ' ' ' NOA No.: 16-0315.01 MIAMMADE COUNTY •• •0 •0 • 0• • Expiration Date: 05/10/17 .. *00 . p •'• • Approval Date:04/07/16 Page 3 of 11 ... . . . . ... . . . . . . V: . . . . . •• •• 00 • •• .. ... . . . ... . . INSTALLATION: 1. ICP Adhesives Polyset®AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset'AH-160 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 ICP Adhesives Polyset' AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants.Inc.*s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15 (A): 1.0(B). 6. ICP Adhesives Polyset'AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP Adhesives ProPack®30& 100 dispensing equipment only. 7. ICP Adhesives Polyset'AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. . . . . . ... .. ... . . . . % . .. . . . .. ... .. 0'0 �•• ;" ;" ';' ; NOA No.: 16-0315.01 hnaMaoADe�WmmeourtTirg . Expiration Date: 05/10!17 . . . . . ••• •; ••• ••• •; • ; Approval Date: 04/07/16 Page 4 of 11 . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq.inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq.inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel(Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel(Pan Tide) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami- Dade County Product Control Seal as shown below. JAPMIAMha4DE COUNTY ..• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. •:• ••: ••: ••+ .•• NOA No.: 16-0315.01 aMLAAMMMECUNTY •• • •• •• • •• Expiration Date: 05/10/17 • •• • • • • • • • ••• . • ..• Approval Date:04/07/16 Page 5 of 11 ••. . . . . ..• • • • • . • • . . . . • . •. •. . . • .. .• •.. • • • ... • • ADHESIVE PLACEMENT DETAIL# 1 663z18trrwghptastlxararrtnt ��lyff� Flat/Low Profile Tile vmt.�,�m•n, ^''= v' 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10" (254 mm)x 1" (25.4 mm)foam �., paddy onto the underlayment positioned as shown. -- under the strengthening rib closest to the overlock of the file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. �s' fastla Medium Profile/ Double Pan Tile Wall O"Mh VLV-Oa Cemex, lwhemregWre6i __ �.aeyas .•ehaa.l 1. Starting at the eave course,apply a minimum 2" o< '�= '- -- (50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam _ paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the ` -, overlook of the rile being set. 2is.sl-" a _. I se,�, �,h•I ' 2. Continue in same manner.Insure approximately 17 - '; (109.7 cm)—23(148.4 cm)square inch adhesive contact with the underside of the tile. .. � LrmCic.Ufa twm COUNG--_ ."'' _-`-_::=''4Fasts• Na ohm to PlM9t tna. - p ddy n�.nn.nh rl•I High Profile/Single Pan Tile ;r�•a rrgcitMG _ 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown IV under the pan portion of the tile closest to the 2 im WAG - overlook of the file being set. 2. Continue in same manner.Insure approximately 17 nv '°' (109.7 cmc—23(148.4 cm)square inch adhesive F r; contact with the underside of the tile. ii @m•Cann• 00 -y : A � `' �'�Fasc+l • • ••• •• �- !} & 0*0 0000 "' "' ' NOA No.: 16-0315.01 �I�riti�Eirounmr ' ' Expiration Date: 05/10/17 APPROVED! '.' ..; '.' '.' ': ..: Approval Date:04/07/16 Page 6 of 11 • • .•• . • . . .•. . . . • . • . . • . •. .. . . . .. .. . • . .•• . • . ... ADHESIVE PLACEMENT DETAIL#2 (uit tFtraugh pinati,Leman, Qaddy 16en.wth s�w1 Flat/Low Profile Tile untyr�w ~+ 1. Starting at the eave course,apply a minimum 2"(50.8 ` �.. mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the .� strengthening rib of the tile closest to the overlock of 'i'L the tile being set. Insure approximately 17(109.7 cm') aucc .vc;�nal —23 (148.4 cm)square inch adhesive contact with the underside of the tile. ra • : =; 2. At the second course,apply a minimum 2"(50.8mm) loin2� x T'(177.8 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Nail through plattir ceeneat Medium Profile/Double Pan Tile :when resuiredl PaddygBcneaihTile) 1. Starting at the eave course,apply a minimum 2" (50.8 Urld-WAYTrU '- mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy F _ onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm)— y""'' 23 (148.4 cm)square inch adhesive contact with the t• nal - 9 Fir underside of the tile. ,' a - 2. At the second course,apply a minimum 2" (50.8mm) loin; x T'(177.8 mm)x 1"(25.4 mm)foam paddy onto the IF .aoun, underlayment positioned as shown under the pan = ` ; '' portion of the tile closest to the overlock of the tile F8Y•C�n•— 'tia. -•.`--t'r'•' Fl1ti+M being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) . •. . • . . ••• . • • • • • NOA No.: 16-0315.01 MIAMtiDADECOUNTY • • • • • • • • • • • • • Expiration Date: 05/10/17 ••• • • ••• Approval Date: 04/07/16 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) N"enough ptasu sem-... High Prorile/Single Pan Tile xhca rcq��rtd1 Daddy 1Hemrj3hn1e,i 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set.Insure approximately 17(109.7 cmc— L, �2•le i _ ;: ;�:= 23(148.4 cm)square inch adhesive contact with the aanam 00d ;";� underside of the tile. "0 2. At the second course,apply a minimum 2"(50.8mm) rE.V@ COWS- � �:` x,` FsSL4e x T'(177.8 mm)x 1" (25.4 mm)foam paddy onto the =.' .rs..plt� underlayment positioned as shown under the pan portion of the file closest to the overlock of the tile of1p ud-40 being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm)- 19(122.6 cm)square inch adhesive contact with the underside of the tile. .. . . . . . ... .. . ... . . . . e. . r .. . . . .. ... .. �•� ••� ;•• ;" ';• ; NOA No.: 16-0315.01 hpara�•naoeeounmr • • • • Expiration Date: 05/10/17 -JAPPROVEDI •e' .•e eee ..• •i ••; Approval Date: 04/07/16 Page 8 of 11 ee .. • r e .e ee • • • eee • • • eee ADHESIVE PLACEMENT DETAIL#3 Nail through plastic cenentPaddy(between roes) (whenregabed) 1. On the cave course only,apply a minimum 2"(50.8 satte�°pnonat ° �� mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy Y Paddy(undo me) onto the underlayment positioned as shown,under ® � �,� the strengthening rib for flat tile or under the pan IF portion of the tile for low or high profile tile closest a:aUL to the overlock of the tile being set.Leave s ' approximately 4"(101.6 mm)up from the eave sitglepaddy ,�i' i"!,'' . ® edge free of foam to prevent the expanded adhesive °"�ar'nem a 2iatM ` 4`` ' from blocking the weep holes. Insure .' approximately 17-23 int(109.7-148.4 cm)of ,oL� adhesive contact with the underside of the tile FaKla � f 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below FlaMaw Prof leTtle the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nall tlusugh planic cement s)agle paddy ander We pan portion of the tile,closest to the underlock for (whenregaUedO Paddy(bet,irmWes) the second course file to be installed. Insure approximately 8-9 in'(51.6-58.1 cm)of adhesive eanena r paady(mrd�me► contact with the underside of the tile. u -, IF GBMP wddy� (Instructions continued on next page) :a(n 2:a(n: "��` paddyon 10in-i` 21n. Eave Closure Eave Course FaK13 McMum ProflleTile •• ••• • • • • • •• • ••s ••, ss: s•s as* NOA No.: 16-0315.01 MIAMbt�ADE COUNTY a i • • •s • • i i Expiration Date: 05/10/17 am t i•• i• •s• ••• i•• •• Approval Date:04/07/16 Page 9 of 11 ••• • • • • ••• • • ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Baxthroof plastic epadcyunde07e (uhmrequked) 3. Also apply a 2" (50.8 mm)x 4"(101.6 mm)x'/4' PaWyl 610) (19 mm)paddy on top of the eave course file sanew surface as shown.on top of the strengthening rib optional , Padd1 Cuadm tiiep ,�- for flat tile or on top of the pan portion of the tile, d� closest to the underlock of the first course of tile. • Vol* — Install second course of tile. Insure approximately �4_41M / 9(58.1 cm) - 11 (71cm)square inch adhesive z:,ie � contact with the underside of the file at the overlap ® and 7(45.2 cml)-9(58.1 cmc square inch adhesive contact with the underside of the file at the head of the tile.Continue in same manner. Ea•e Come Fasda Weephole Fame doswe tole =i° wedge Nighprof leTile .. . . . . . ... .. • ••• ••• ••• • ••• • • • • • • NOA No.: 16-0315.01 MIAMbDADECCIUNTY •• • •• •• • i •• Expiration Date: 05/10/17 • ••• • • • ••• Approval Date:04/07/16 Page 10 of 11 0:0 OV • • ••• • . • ••• ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the cave course,apply a minimum 2" In Place enough adhesive w achieve es to 70 sq.in. Steep pitchrequired) applred)icaUans 50.8 mm x 10" 254 mm x 1" 25.4 mm In contact with the pan tile. (when.squired) ( ) ( ) ( )foam 2)Turn covers upside down.Place adhesive In paddy onto the underlayment positioned as to,tn.from outside edge ofcover tile. shown under two adjacent pan tiles. Support cave Then Install the tile.Ensure 20 to 25 sq.in.contact area ;-o tiles from rocking until adhesive has a chance to Underlayment - cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure -' approximately 65 (419.4 cm)—70(451.6 cm) square inch adhesive contact with the underside Sheathing of the pan tile. Eave doswe t (motor shown) 3. Turn covers upside down exposing the underside weephole Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles are Rush at eave firm approximately 3/4" (19 mm)to 1" (25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan file course.Insure a minimum of 20(129 cm)-25(161.3 cm)square inch contact area on each side of the cover tile to the pan tile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2" (50.8 mm)x 4" (101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .• ••• . . • . . •• . .. . . . . ... . . • • .. ... .. .• . . .. . • • ••• •• •• . . • • • • • • • . NOA No.: 16-0315.01 Mu►Maoa�e Counmr •• ; •• •• • •• 0 ; Expiration Date: 05/10/17 i•• i• • . • . i • • • •• •• Approval Date:04/07/16 Page 11 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TGFLJ.R1306-Roofing Svstems 1/13/16 6:34 PM a;. .......�� CERTIFICATIONS ntoeespilY TGFU.R1306 Roofing Systems page Bottom Roofing Systems cap General Information for Roofino Systems GAF R1306 1 CAMPUS DR PARSIPPANY,NJ 07054 USA "RUBEROIDS 20 Smooth"or"RUBEROIDS Mop Smooth"or"RUBEROID6 Mop Smooth 1.5"may be utilized as an alternate to Type G2 GAFGLAS®#75 Base Sheet"or"Tri-Plyg#75 Base Sheet"or"GAFGLASO#80 Ultima"Base Sheet"base sheets in any of the following Classifications. 1/2-in.thick(minimum)gypsum board or 1/4-in.thick(minimum)Georgia-Pacific Gypsum LLC"DenSDeckg Roofboard"or"DensDecks Prime Roofboard"or"DensDeck®DuraGuard"Roofboard"or'/4-m.thick(minimum)United States Gypsum Co."SECUROCK®Roof Board"(Type FRX-G)or"SECUROCK&Glass-Mat Roof Board"(Type SGMRX)may be used in any existing noncombustible deck Classification.When this is done,the resulting roofing system is acceptable for use over combustible(15/32-m.thick minimum)roof decks.However,the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck(N Roofboard"or"DensDeck®Prime Roofboard"or"DensDecks DuraGuard'" Roofboard"are to offset a minimum of 6-in.with the butt joints in the roof deck.If polystyrene is part of the roof system,it must be placed below the overlayment board.1/4-m.thick(minimum)"SECUROCKO Roof Board"(Type FRX-G)and"SECUROCKO Glass-Mat Roof Board"(Type SGMRX)are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1"GAFGLASC3)Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS®Flex Ply 6"or"Tri-MyS Ultra-Flexible Ply 6"may be adhered to Georgia-Pacific Gypsum LLC"DensDeckp Roofboard"or"DensDeck&Prime Roofboard"or"DensDeck®DuraGuard'"Roofboard"in hot roofing asphalt. "EnergyGuard"Ultra"is an acceptable alternate to"EnergyGuard""in any applicable Classification. "GAFGLASC3 Stratavent®Nailable Venting Base Sheet"may be mechanically fastened or fully adhered with not roofing asphalt over noncombustible decks and as a recover over existing roof systems. EnergyGuard'"Perlite Insulation"may be utilized as a cover board over"EnergyGuard""in any of the following systems. Unless otherwise indicated,the roof insulation is mechanically fastened,fully adhered with hot roofing asphalt or UL Classified urethane insulation adhesive.Polystyrene referenced in any of the following Classifications include insulation. Unless otherwise indicated,all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions(excluding LRF Adhesive 0)in any applicable Non-Combustible Roof Deck Classifications. "EnergyGuard"Tapered"is an acceptable alternate to"EnergyGuard'""in any applicable Classification. "EnergyGuardTM Ultra Tapered"is an acceptable altemate to"EnergyGuard'"Ultra"in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet("GAFGLAS6#75 Base Sheet"or"Tri-PlyCN #75 Base Sheet"or"GAFGLASO#80 Ultima'"Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet("GAFGLAS9 Ply 4"or"Tri-Plyg Ply 4"or"GAFGLASO Flex Ply 6"or"Tin-Plys Ultra-Flexible Ply 6")in the Class A,B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet"GAFGLAS9 Stratavent®Nailable Venting Base Sheet"or"GAFGLASQ&StrataventS Perforated Venting Base Sheet".Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side down. As an option Type G2 asphalt glass mat base sheet("GAFGLAS®#75 Base Sheet"or"Tri-Ply&#75 Base Sheet"or"GAFGLAS®#80 Ultima'" Base Sheet"or"GAFGLAS@ Stratavent®Nailable Venting Base Sheet")may be substituted for Type G1 asphalt glass fiber ply sheet ("GAFGLAS&Ply 4"or"Tri-Ply®Ply 4"or"GAFGLAS(&Flex Ply 6"or"Tri-Ply(g)Ultra-Flexible Ply 6")as the nailed base ply in the following systems. Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. Unless otherwise indicated,all insulations may be fully adhered with hot roofing asphalt or mechanically fastened. "GAFGLASS Flashing"or"RUBEROID®"may be used for Flashing in any of the Class A,B or C systems listed below. •• ••• • • • • • •• When"perlite"is referenced,this includes any UL Classified perlite ms R t,on. • • • • • • • • Crushed stones or slag are suitable alternates for gravel in any of the Clasi A,e,:4y4e4 I:tea• •• •• ••• •• • • • •• Structural cement fiber budding umrs are considered suitable to be included as a deck in the following Class A,8 or C systems listed over C- 15/32 or NC. The use of gypsum board under any of the following Class A,B or C syfteresvdoes not•wetaalpaffect tae rating.The use of 1/2-in.minimum thick gypsum board is an acceptable alternate for minimum insulation Ver C-15/32 thin roof Acks. • The use of polystyrene insulation board between minimum 3/4-m.Wick perlte+boarcin•d.k•rith roan paper(perlite/rosin Daher/polystyrene/perlite)is a suitable alternate for polyisocyanuratdst9bard4ln the foll(Ilwing Class A,B%?E systems. Trumbull"Perma Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". ••• • • • • ••• • • http://dataDase.ui.com/cgi-bin/XYV/template/USE)CT/1FRAME/showpage.htmi)name:T...7:35193Wltt.1073=4181:&version-versionless&parent_Id=1073993597&sequence-I Page 1 of 40 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TGN.111306-R6ofing Systems 1113116 6:45 PM Coating:—"TOPCOAT®EnergyCote'"Elastomenc Coating"or"TOPCOAT@ MB Plus"or"TOPCOATS 322 White Elastomenc Coating", applied at a rate of 2-gal./100-ft.2 18.Deck:NC Incline: 1 Insulation(Optional):—Any thickness peruse or wood fiber or glass fiber or polyisocyanurate,mechanically fastened or adhered with "LRF Adhesive M"or OMG Inc."Olybond Fastening System",applied as a nominal 3/'4-in.bead or"GAF 2-Part Roofing Adhesive",applied as a nominal 21/2-in.bead with a maximum on-center spacing of 12-in.or any UL Classified insulation adhesive,applied per the manufacturer's installation instructions. Base Sheet:—One ply"GAFGLAS@ Stratavent&Perforated Venting Base Sheet",loose laid or Type G2"GAFGLASS#75 Base Sheet" or'Tri-Ply#75 Base Sheet"or"GAFGLAS@#80 Ultima'"Base Sheet",fully adhered with hot roofing asphalt. Ply Sheet:—One or two plies"RUBEROID@ Mop Smooth"or"RUBEROID@ Mop Smooth 1.5"or"RUBEROID&Mop Smooth Plus"or "RUBEROIDS 20 Smooth","RuberoidCO 20 Plus Smooth"or"RUBEROID@ HW 25 Smooth",fully adhered with hot roofing asphalt. Membrane:—"GAFGLASS Mineral Surfaced Cap Sheet"or"Tri-Ply&BUR Granule Cap Sheet",fully adhered with hot roofing asphalt. Coating:—"TOPCOAT®EnergyCote"Elastomenc Coating"or"TOPCOAT@ MB Plus"or"TOPCOAT(&322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2 19.Deck:C-15/32 Incline: 1 Insulation(optional):—Any thickness periiEe or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Barrier Board:—Minimum /4-in.thick Georgia-Pacific Gypsum LLC"DensDeck&Roofboard"or"DensDeck@ Prime Roofboard"or "DensDeck&DuraGuard"Roofboard"or minimum y4-in.thick Untied States Gypsum Co."SECUROCK&Roof Board"(Type FRX-G)or "SECUROCK&Glass-Mat Roof Board"(Type SGMRX)mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive with butt joints in the barrier board products staggered a minimum of 6-in.from plywood deck joints. Base Sheet:—One ply"GAFGLAS@ Stratavent®Nadable Venting Base Sheet"or"GAFGLAS@ Stratavent&Perforated Venting Base Sheet",loose laid or Type G2"GAFGLASS#75 Base Sheet"or"Tn-Ply#75 Base Sheet"or"GAFGLASS#80 Ultima—Base Sheet",fully adhered with hot roofing asphalt. Ply Sheet:—One or two plies"RUBEROID@ Mop Smooth"or"RUBEROID&Mop Smooth Plus"fully adhered with hot roofing asphalt. Membrane:—"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tn-Ply&BUR Granule Cap Sheet",fully adhered with hot roofing asphalt. Coating:—"TOPCOAT&EnergyCote"Elastomenc Coating"or'TOPCOAT(R)MB Plus"or"TOPCOAT@ 322 White Elastomeric Coating", applied at a rate of 2-gal./100-ft.2. 20.Deck:C-15/32 Incline: 1 Base Sheet:—One ply Type G2"GAFGLAS(8) #75 Base Sheet"or"Tri-Ply@ #75 Base Sheet"mechanically fastened. Insulation(Optional):—Any thickness or combination: perlite or wood fiber or glass fiber or polylsocyanurate,mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System"or any UL Classified insulation adhesive. Base Sheet:—One or more plies"RUBEROID&20 Smooth", "Ruberoid8 20 Plus Smooth"or"RUBEROID&HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS&Mineral Surfaced Cap Sheet"or'Tn-Ply&BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCap— Mineral-Surfaced Cap Sheet", class -J—T7Weck:C-15/32 Incline:31/2 I 1 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck@ Prime Roofboard"or"DensDeck&DuraGuard'"Roofboard",minimum 1/4-m.thick,or United States Gypsum Co."SECUROCKS Roof Board" (Type FRX-G)or"SECUROCK@ Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-m.thick. Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Base Sheet:—Two or more plies Type G1"GAFGLASS Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Flex Ply 6"or"Tri-Ply@ Ultra-Flexible Ply 6",mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLASS Mineral Surfaced Cap Sheet"or"Tn-Ply@ BUR Granule Cap Sheet"or"GAFGLASS EnergyCap'" Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. 2.Deck:C-15/32 Incline:31/2 Barrier Board(Optional):—One or more layers Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck&Prime Roofboard"or"DensDeckB DuraGuard"Roofboard",minimum U.-in.thick,or United States Gypsum Co."SECUROCKS Roof Board" (Type FRX-G)or"SECUROCK&Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick. Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Base Sheet:—Two or more plies Type G1"GAFGLASS Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLASB Ply Flex 6"or"Tri-Ply@ Ultra-Flexible Ply 6"or Type G2"GAFGLASS#75 Base Sheet"or"Tri-Plyck#75 Base Sheet"or"GAFGLAS&#80 Ultima'"Base Sheet"or"GAFGLASS Stratavent@ Nailable Venting Base Sheet"or"GAFGLAS&Stratavent&Perforated Venting Base Sheet"or Type G3"GAFGLASS Mineral Surfaced Cap Sheet"or"Tri-Ply@ BUR Granule Cap Sheet",mechanically fastened or fully adhered with hot roofing asphalt. Membrane:—One or more plies"RUBEROIDS Torch Smooth"or`Tri-Ply&APP Smooth"or"Tri-PlyS APP Granule"or"RUBEROIDS Torch Granule"or"RUBEROID8 Torch 180",torch applied or"RUBEROID&Mop Smooth"or"RUBEROID8 Mop Smooth 1.5"or "RUBEROID&Mop Smooth Plus"or"RUBEROID&Mop Granule"or"Intec Flex PRF"or"Tn-Ply@ SBS Granule"fully adhered with hot roofing asphalt. Cap Sheet:—Type G3"GAFGLAS&Mineral Surfaced Cap Sheet"or"Tn-Ply( BUR Granule Cap Sheet"or"GAFGLAS@ EnergyCap'" Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphalt. •• ••• • • • • • •• 3.Deck:C-15/32 Incline:214 0 00 i 0 i 0 0 • •• • • • • ••• • O • Barrier Board • • • • (Optional):—One or more layers Georgia-PaC�ic Gyperrn Llai De•rs eCy•@ otiEt�oard"or"DensDeck&Prime Roofboard"or"DensDeckS DuraGuard'"Roofboard",minimum W-in.thick,or United States Gypsum Co. "SECUROCK8 Roof Board" (Type FRX-G)or"SECUROCKS Glass-Mat Roof Board"(Type SGMRX),minimum 1/4-in.thick. Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane compo ite"%ood AlToi►/�yanuraPe corrp bite or phenolic,any thickness. Ply Sheet:—Two or more plies Type G1"GAFGLAS&Ply 4" r 74-Ply@ Ply.1 or'�NGLAI§Mlex•Ply6"or"Tri-Ply@ Ultra-Flexible Ply 6",fully adhered with hot roofing asphalt. • • • • • • • • • Cap Sheet:—Type G3"GAFGLAS(&Mineral Surfaced Ca�_PShget" •'Tn-PI%%Uflonule c`,o,$he*ej'Oor"GAFGLAS@ EnergyCap'" Mineral-Surfaced Cap Sheet",fully adhered with hot roofing asphal . list(&-(ldatabase.uLcom/cgrbin/XYV/templace/LISEXT/1FRAME/showpage.htmRnamill :43519:38mjfgi�lfT7a�411 4&veryon=versionless&parent id=1073993597&sequence=1 Page 5 of 40 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • MIAMaDAQE' MIAMI-DADE COUNTY ® _ PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOT-ICE-OF ACCEPTANCE (NOA) +.razes sGisaGc,tic. eGuelu llPy ` GAF I Campus Drive " Parsippany, NJ 07054_, -9COPE: This'"A 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 atter 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 appwed as described herein.and has been designed to comp` h the Florida Building Code including be High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid"Modified Bitumen Roof System for Wood Decks. � lLABM-I G -Eachunit 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 atter 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed b)•.4wg@:Aoeeboo �•• 000 90 f • ••• •"•• ••• . • NOA No.: 14-1030.02 MIaMIDADEeountTr • • • • • • Expiration Date: 11/06/18 I PROVED_ Approval Date: 11/05/15 • Page 1 of 30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING SYSTEM APPROVAL Cateeorv• Rooting Sub-Cateeory: Modified Bitumen Material: APP/SBS Deck Tyne: Wood Maximum Desian Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix"' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLAS" #75 39.37" ASTM D4601 Type 11 asphalt impregnated and coated Base Sheet (I meter)Wide glass mat base sheet. GAFGLAS11 #80 Ultima"Base 39.37" ASTM D4601 Type 11 asphalt impregnated and coated, Sheet (1 meter) Wide fiberglass base sheet. GAFGLAS' F1exPly"6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLAS", Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLASI Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS`w EnergyCap'" 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet BUR Mineral Surface Cap (I meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCote" GAFGLAS' Stratavent" 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator'"Perforated (1 meter)Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS" Stratavent' 39.37" ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator"Perforated (1 meter)Wide both sides with asphalt. Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld`" Smooth (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld-Granule (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. RoofMatch— 107 sq. ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®SBS 39.37" •• ••ASTSI D6164 •Noa-wvoven polyester mat coated with fire Heat-Weld" 170 FR •. • • • • • • • • (] meter) Wd e • ••� � � .• et%rdant polymer-modified asphalt and ••• ••: ••: 6.6 ;stated with mineral granules. • 0:0 ••• ••• • • NOA No.: 14-1030.02 MupppEeptJt�y • • " •••• i• • • •• • • Expiration Date: 11/06/18 ' • • i•• i•• i i Approval Date: 11/05/15••• Page 2 of 30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Test Product Product Dimensions Specification Description Ruberoid' SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld" Plus (1 meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid` EnergyCap-SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"'Plus FR (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid'SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld"'25 (1 meter) Wide polymer-modified asphalt and smooth surfaced. Ruberoid'"Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid'"Mop Smooth 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter) Wide polymer-modified asphalt and smooth surfaced. Ruberoid' Mop Plus 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid"Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid" Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid' Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid'Torch Granule 39.37' ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid` EnergyCap"Torch 39.37' ASTM D6222 APP modified cap membrane with a torch Granule FR (I meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote`"'. Ruberoid` EnergyCap"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'. RoofMatch`°' 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2)•0 •�� +APr polymer-modified asphalt and •• :sttfaced with colored mineral granules. Ruberoid' Torch FR 1 meter•0 •:k%TIV 1:60111•0:NoA;woven polyester mat,coated with fire (39.37")Vffde ••• •• • • *ret*dant asphalt modified bitumen membrane with granule surface. • •+• ••+ ••• • • NOA No.: 14-1030.02 MIMM ADE COUNTY i i • • i • i i Expiration Date: 11/06/18 •• • • • • Approval Date: 11/05/15 0#0 • • • ••• • Page 3 of 30 OV • •• +• • • • +• +• Test Product Product Dimensions Specification Description Ruberoid"20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid"30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37") Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid"30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37") Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid'EnergyCap"30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.37") Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid'Dual FR 39.37"(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with mineral granules. Topcoat" Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water based elastomeric Membrane membrane system designed to protect various types of roofing surfaces. Topcoat" MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed-through. Topcoatt' gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut"Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-based fire harrier coating. VersaShield' 42"x 100' rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection • ••• ••• ••• • • NOA No.: 14-1030.02 MIAMIOADECOtJPITY • • i i i Expiration Date: 11/06/18 "• • i• i • i • • i i Approval Date: 11/05/15 Page 4 of 30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard" Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"'RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"'Perlite Recover Board Perlite recover board GAF EnergyGuard"'Perlite Roof Insulation Perlite roof board GAF EnergyGuard"'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or Perlite composite Structodek" High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. Securock"Gypsum-Fiber Roof Board Gypsum board United States Gypsum Corp. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec"#12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-Tec"'#14 Fastener Carbon steel fastener used Various GAF in steel, wood or concrete decks. 3. Drill-Tec" XHD Fastener .Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Tec"AccuTrac"Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tec"#12 Fastener,Drill- Tec'"#14 Fastener and Drill-Tec"'#15 Fastener. 5. Drill-TecT" ASAP 3S Drill-Tec"'#12 fastener Various GAF with Drill-Tec"'3" Standard Steel Plate. 6. Drill-Tec"AccuTrac" Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-Tec"' fasteners. 7. Drill-Tec" 3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec"'fasteners. 8. Drill-Tec"' 3"Standard" Rc"j:aIjAW t:loatede 3" GAF Steel Plate '. s&*l&jss pl:te 4h'. 000 •r61f8w:d Ws tZr:se with Drill-Tec" fasteners. • ••• ••• ••• • • NOA No.: 14-1030.02 MIAMI•DADEGOUNTY • • • • • • • Expiration Date: 11/06/18 '"' •• •• • i • i • • •• i i Approval Date: 11/05/15 000 • • • ••• • Page 5 of 30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1 B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 Underwriters Laboratories 81306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARGON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 O1-039 TAS 114 03/01/02 Trinity)ERD 630250.02.10-2 ASTM D6222 11/11/10 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/31/10 G33470.01.11 ASTM 136164 01/13/11 G34140.04.11-2 ASTM D6163 04/25/11 634140.04.11-4-R2 ASTM D4601 6/4/2015 634140.04.11-5-R3 ASTM D4897 6/4/2015 G40620.07.12-2 ASTM D6222 07/17/12 640630.01.14-1 ASTM D6163 01/06/14 G40630.01.14-2A ASTM D5147 01/07/14 G40630.01.14-2A-1-Rl ASTM D6164 04/10/14 G40630.01.14-2B-R1 ASTM D6164 01/16/15 640630.01.14-2C ASTM D6164 01/07/14 G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM 135147 03/06/14 G43190.05.14-R1 ASTM D5147 05/20/14 G43190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 646160.02.15-2D ASTM D6163 02/03/15 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-3B ASTM D6164 09/09/14 646160,09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 G6850.08.08-R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 ••• 9•SC1.68fOj.0661-tR: .•• ASTM D3909 09/04/14 .. . . . . . . .. . . . . ... . . . . . . . . . • ••• ••• ••• • • NOA No.: 14-1030.02 M IECOUNTY • • • • • • • Expiration Date: 11/06/18 "'• • i. . i . • .• 000 Approval Date: 11/05/15 Page 6 of 30 ••• • • • ••• • • EVIDENCE SUBMITTED: (CONTINUED) Test Agency Test Identifier Description Date PRI Construction Technologies LLC GAF-084-02-01 ASTM D6083 07/08/05 (TAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01 Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM 01289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 Momentum Technologies,Inc. AX04C9A ASTM D6162 06/05/09 • ••• ••• ••• • • NOA No.: 14-1030.02 MIAMI-QADECOUN7Y • • •• •• • • • • Expiration Date: 11/06/18 • •• •• • • • i • • •• i i Approval Date: 11/05/15 ••• • • • ••• • Page 7of30 ••• • • • • ••• • • • • • • • • • • • • • •• •+ • • • •• •• Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut" Fire Bamer Coating, VersaShield' Fire-Resistant Roof Deck Protection (optional) or Securock'` Gypsum-Fiber Roof Board. Base sheet: GAFGLAS" #80 Ultima r"' Base Sheet,GAFGLAS`' Stratavent" Eliminator" Nailable Venting Base Sheet,Ruberoid' 20,Ruberoid' SBS Heat-Weld"Smooth or Ruberoid'"SBS Heat-Weld''25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS`' Ply 4,GAFGLAS' FlexPly"6,GAFGLAS' #75 Base Sheet or any Options: 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' FlexPly'""6,GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"#12 Fastener, Drill-Tec- #14 Fastener or Drill-Tec 'XHD Fastener and Drill-TecT' 3"Steel Plate,Drill- Tec'" AccuTrac' Flat Plate or Drill-Tec"AccuTrac' Recessed Plate installed 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,15 psf.See General Limitation#7) GAFGLAS' FlexPly"'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"'#80 Ultima"Base Sheet, Ruberoid'20,Ruberoid"Mop Smooth, base sheet 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—60 psf.See General Limitation#7) GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"'#12 Fastener,Drill-Tec""#14 Fastener or Drill-Tec 'XHD Fastener and Drill-Tec"3"Steel Plate,Drill-TecT"AccuTrac'Flat Plate or Drill-Tec' AccuTrac," Recessed Plate installed 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 abovoba"*heets•attaehed tode4oapproved annular ring shank nails and 3"invened:Drill-TVin*u*at®n*eplste;at a fastener spacing of 9" o.c.at the 4" lap staggered in two rvw;99 ittthe tlel •• (Maximum Destg-n Pressure-60 psf S e General Limitation#7) • ••• ••• ••• • a NOA No.: 14-1030.02 MIdMI•t)ADECOUNTY i i •• •• i • i : Expiration Date: 11/06/18 IAPPROVEDI •• • • ; • • • •• Approval Date: 11/05/15 ••• • ° • ••• • Page 26 of 30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Fastening GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec"'#12 Fastener,Drill-Tec"'#14 Fastener or Drill-Tec"XHD Fastener (Continued) and Drill-Tec:` 3"Steel Plate, Drill-Tec"AccuTrac' Flat Plate or Drill-Tec" AccuTrac" Recessed Plate installed 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: (Optional)One or more plies GAFGLAS" Ply 4,GAFGLAS`" FlexPly"6, GAFGLAS" #80 Ultima Base Sheet,Ruberoid'"Mop Smooth or Ruberoid"20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid" Mop Smooth, Ruberoid" Mop 170 FR,Ruberoid" Mop Granule,RoofMatch"' SBS Modified Granular,Ruberoid'"Mop Plus Granule,Ruberoid'20, Ruberoid`30, Ruberoid'EnergyCap 30 FR SBS Membrane,Ruberoid'"30 FR or Ruberoid'" Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid" Mop Smooth, Ruberoid`' Mop Granule, RoofMatch`" SBS Modified Granular,Ruberoid Mop 170 FR,Ruberoid' Mop Plus Granule, Ruberoid"20,Ruberoid' 30,Ruberoid''EnergyCap"30 FR SBS Membrane,Ruberoid 30 FR or Ruberoid" Mop FR adhered in MatrixTM 102 SBS Membrane Adhesive at an application rate of 1-2 gat./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 lbs./sq,respectively in a flood coat of Approved asphalt at 60 lbs./sq. 2. GAFGLAS`r" Mineral Surfaced Cap Sheet,Tri-Ply' Mineral Surfaced Cap Sheet or GAFGLAS"EnergyCap—BUR 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. 3. Topcoat"Membrane,Topcoat' MB Plus(to be used as a primer with Topcoat" Membrane)or Topcoat"Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options •• ... • • • • • .. • .. . • • • ••• • • 0:0 ••• 00: • • NOA No.: 14-1030.02 MIAMtflADE eo11N1Y .• • .• •• • •. Expiration Date: 11/06/18 • • • ••• ••• •• ••• Approval Date: 11/05/15 Page 27 of 30 • •• •• • • • •• •• ••• • • • ••• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS"FiexPly1m 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ''/o"DensDeck" Roof Board or Type X gypsum board is acceptable to be installed directly over the wood deck. 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 12 lbs.-sq. 'Vote: 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 Ibf.,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 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 nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I 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 qualitxas%u=artehurit:naccordance with the Florida Building Code and Rule 61 G20-3 of ft Fld4d4A:4n4tr:Q$e Cb4e. END OVY141S ACCEPTANCE • ••• ••• ••• • • NOA No.: 14-1030.02 MIAM6DADE C UNITY •• : • • •• + •• : : Expiration Date: 11/06/18 • •• • • • • • • • Approval Date: 11/05/15 Page 30 of 30