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RF-15-2536 e Miami Shores Village s A twd �TXpea JkOo - 10050 N.E.2nd Avenue NE � 06*Qas�eafrorr:Flat •• Miami Shores,FL 33138-0000 �e Phone: (305)795-2204 Status. PROVED fiCOR1DA a F :? 1 12015 Expiration: 04106/2016 Project Address Parcel Number Applicant 1214 NE 92 Street 1132050270480 STEVEN&VIRGINIA WEBER Miami Shores, FL 33138- Block: Lot: i Owner Information Address Phone Cell STEVEN&VIRGINIA WEBER 1214 NE 92 Street (631)379-8547 MIAMI SHORES FL 33138-2937 1214 NE 92 Street MIAMI SHORES FL 33138-2937 Contractor(s) Phone Cell Phone Valuation: $ 26,977.00 ADVANCED CONSTRUCTION SERVIC (305)457-9970 (786)306-8183 _.._:. _. Total Sq Feet: 3900 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT AND SHINGLE ROOF Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Building Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-10-15-57328 CCF $16.20 10/09/2015 Check#:12600 $886.96 $0.00 DBPR Fee $4.88 DCA Fee $4.88 Bond#:2872 Educatign Surcharge $5.40 Permil.Fise-New Roof $325.00 ScanrM Fee $9.00 Technology Fee $21.60 Total: $886.96 In coftideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations perta r*ng thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acce Y(ng this permit I assume responsibility for all work done by ei If, my agent, servants, or employes. I understand that separate permits are requ400d for ELECTRICAL,PLUMBING* ECHANI OORS OOFING and SWIMMING POOL work. OW.NtRS AFFIDAVIT: I certify I the foregoing' ation is rate and that all work will be done in compliance with all applicable laws regulating conduction and zo ' e,I au ze ove-na ontractor to do the work stated. October 09, 2015 Authorized Sig ature:Owner / Applicant / Contractor / Agent Date �..-; ftilding Department Copy ctober 09,2015 1 Miami Shores Village Building Department LCT 0 015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 FBC 20 s�A BUILDING Master Permit No.RE(1- OQQ ,C PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I S + _ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): n Phone#: Address: p_.I Dq!j go r-_ � 2,1�xj ---t City: )�,� Sif.,c�� State:'_ Zip: f J L I? Tenant/Lessee Name: Phone#: ^ f Email: CONTRACTOR:Company Name:A9g-c48 Cmgr ,l.of\ Phone#:_(10 9 -(AU 1a Address: !S�[0 `)"J n-,�, P L (( � City: `�� State: l� Z1p: �� J Qualifier Name: k\\MA 0121;\-e--z- Phone#:W 71 Tj "35'73` State Certification or Registration#: c`-f—m n- �) Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: (1 City: State:q Zip: Value of Work for this Permit:$ "l�� Square/Linear Footage of Work: � lm Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: e -c c t Specify color of color thru the:_ Q Submittal Fee$ Permit Fee$ 'BP S` Q) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ `JO 3 ,C�j TOTAL FEE NOW DUE$ 2BG - 0 (Revised02/24/2014) e C9 G , 94 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 reinspection fee will be charged. Signature Signature LO/WE or AGENT CONTRACTOR The foregoing instrument wa cknowledged before me this The foregoing instrument was acknowledged before me this /��J,hd day of 4, 20 i J by �® day of i1�V.l-C� ,20 ,by �ldCldlka WPB XQ ,who is personally known to rGNI^ C�Oe17C�� ,who is personally known to me or who has produced !1 CW as me or who has produced \.,Ck n5k as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: v Print: Seal: Seal: CALERO C JUAN , ' • JUAN C CA4ER0 ••i •': MV coMMISS�Ii Ie EE87r:S/8 -arms F '~ AW COMMISSION#EESMIS sssssss s, soA g� s ass**ss**s***sssssss . � *s8 $S.rr, sssssss*s** (407)3�-0IS� �p (101 3Y60fS9 a0� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) f village MTarns ShoreS Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 OWNERS'S AFFIDAVIT OF 99INPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION FIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STI UCTURES PERSUANT TO SECTION 553.844�.S. i To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: � Property Address: -5V- Roofing Permit Number. Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: )(The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions Of 1994 editio South Florida Building Code(1994 SFBC) i l n Sign re Print Na e i State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of ' JUAN C CALERO Notary Public,Sate of Florida at Large IY Co1frl ASSM O EEa7as1t '•. ., EXPIRES FeWwy 26.2017 e when the just valuation of the structure for pu ime of ad v*m Wmtlon Is equal to or more Oran 000.01 and Ote b i6iN sM OW SFBC.Then you must provide a turftq appilc adon from a Genal contractor for the Roof to vUall�an Hurdcene N%don. Revd on 5121009 gNoRs Miami shores Village ones SOUP" Building Department 10050 N.E.2nd Avenue 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: S61 t� 10050 NE 2nd Ave Miami Shores, A 33138 11 Re: Owner's Name: l ` W Property Address: ad 2 t� Roofing Permit Number. Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: 'he just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad ((valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 e ''on of the South Florida Building Code(1994 SFBC) Sigrl,"r Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this �o day of QN& .WAN C CALERO "f NW COMWHSSION X EES78516 EXPIRES Fed>rf 28.2017 Notary Public, Sate of Florida at Large �i°�► "'�' ' 1da� • 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 wag connection Hurricane Mitigation. Revised on 5/2112009 PROPOSAL • CONTRACT ° -=1 Fr • A _ 305-554-0416 ' 5910 SW 93 PL WV WV MIAMI, FL 33165 CERTIFIED CONTRACTOR CGCO01773 DATE: 09-29-2015 CUSTOMER NAME:VIRGINIA WEBER ADDRESS: 1214 NE 92 ST PHONE NO.: 305-772-4415 REP. INFO: ROBERT RODRIGUEZ 305-389-6986 THIS AGREEMENT, made and executed by and between VIRGINIA WEBER (hereinafter referred to As"Owner") and Advanced Construction Services Group (hereinafter referred to as "Contractor"), whose address is 5910 Southwest 93rd Place, Miami, Florida 33173 and whose Certification number as a State of Florida General Contractor is CGC 001773, which parties for good and valuable consideration each to the order, the receipt and sufficiency of which is conclusively acknowledged,do hereby agree as follows: SCOPE OF WORK:REROOF TILE TO TILE 1. Tear off existing roof down to wood deck. 2. Repair all rotten wood 3. Install#30 Ib base sheet tin capped to deck with 1 %inch ring shank nail 4. Install 3"x 3"metal eves drip 26 gauge color(white) 5. Install all common vents and lead boot covers 6. Install#.90 the underlayment hot mopped to base sheet with hot asphalt 7. Install flat white 13"concrete tile with 3M foam installation 8. All permits and Inspections are included 9. Remove all roofing debris REROOF FLAT BUILT UP ROOF 1. Tear off existing roof down to wood deck 2. Repair all rotten wood 3. Install#751b base sheet tin capped to deck with 1 %inch ring shank nail 4. Install 2 plies of ply 4 hot mopped to base sheet with hot asphalt 5. Install all common vents and lead boot covers 6. Install 3"x 3"inch metal eves drip 26 gauge color(white) 7. Install mineral surface cap sheet hot mopped to ply sheet with hot asphalt 8. All permits and inspections are included 9. Remove all roofing debris MOTE:ALL WORK WILL BE GUARANTEED FOR 20 YEARS FROM DATE OF COMPLETION 5910 Southwest 93 Place Miami, Florida 33173; Telephone(305)554-4016 Fax(305)261-4155 • of�=�Ta1r. . PROPOSAL • CONTRACT ` . - 305-554-0416 5910 SW 93 PL MIAMI, FL 33165 ALL WORK WILL BE PERFORMED FOR: $ 26,977.50( TWENTY SIX THOUSAND NINE HUNDRED SEVENTY SEVEN AND ZERO DOLLARS) Payment as followed: 30 % DELIVERY OF BASE SHEET 30% UPON TEAR OFF 30%INSTALLATION OF#90 10%UPON COMPLETION Advanced Construction Service Group Inc.cannot be responsible for any damage cause by hail,hurricane,tornados or any act of nature beyond our control. We need access to property and need to get as close as possible to the roof. We cannot be held responsible for any damage cause by our equipment causing any damage to the property beyond our control,such as any damage to driveway,si ewalk or yard.Advanced Construction Service Group Inc.will takery precaution to protect property. 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Fire Directory Listing Page 0000.. .090. . '. 9..• 2. rllsoNotice of Acceptance: 0.00• 0.00 ••:afront Page :ease: :::: a Specific System Description ease* •sees• )peciflc System Limitations •,;•. .:.. .0...General Limitations ,,a* '..'Applicable D®tail Drawings 0000.. . . 0 0 0000.. • '•"':3. Dasign Calculations per Chapter 16, or If Applicable, RAS 127 or :0090: 0 00 . RAS-128 • •• 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. 1 Owners Notification for Roofing Considerations Re-Roofirti On 7. 1 Any Re uired Roof Testing/Calculation Documentation 123 01-48 1/13 PAGE 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is not used,identify as"NA") Feld:$ °oc @ Lap,#Rows Z @ °oc System Manufacturer: `--4 A r Perimeter: _(p"oc @ Lap,#Rows`�' @ -�"oc NOA No.: 13 - f 07-2- ! S Comer: •oc @ Lap,#Rowk @ lP"oc Design Wind Pressures, From RAS 128 or Number of Fasteners Per Insulation Board Calculations: Feld Perimeter Corner Pmax1��Z•8 Pmax2:�12 Pmax3:"1 Max.Design Pressure, From the Specific NOA illustrate Components Noted and Details as System: SZ• Applicable: Deck: f Woodblocking, Gutter, Edge Termination, +yva'�B Stripping, Flashing,Continuous Cleat,Cant TYWt Strip, Base Flashing,Counter-Flashing, Gauge/Thickness: s i s Coping, Etc. Slope: �/q-f Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Base Sfieet&No.of Ply(s):4?5 (b Material Thickness, Fastener Type, Fastener Anchor/Bass Sheet Fastener/Bonding Material: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. P yY •Zaa, L_ a .f. 3 Insulation Base Layer: P` tr p Base Insulation Size and Thickness:P` t:�' Base Insulation Fastener/Bonding Material: a P � �' p FT �A Parapet Top Insulation Layer. tA Height Top Insulation Size and Thickness:tD�p 0000.. Top Insulation Fastener/Bonding Material: F10000. P`P ' �� oecl• :*:' *Roof �.... Base Sheet(s)&No.of Ply(s): 00. 0 eight • sees* ... .. Base Sheet Fastener/Bonding Material: �•. •••� •�•• ... 0000 0000 1 61 00 0 00000 Ply Sheet(s)&No.of Ply(s): 2 (I e_S D Q 0 0 0 0.. Ply Sheet Fastener/Bonding Material: •••••• 1000:0 . 0 00000 .. 0000 Top Ply:wlNtrRC SJX�Ct l°&A 514m� of • Top Ply Fastener/Bonding Material: Atwgli -A T4pt Surfacing: fit Gi.'tt LL Florida Building Code 2010 Edition High Velocity Hurricane Zone Unifonn Permit Aj�plication Form Section ® (Steep Slope�a Root S AMOM4 Roof System Manufacturer: 0,'W n Notice of Acceptance Number-.1 Minimum Design Wind Pressures,if Appiicable(From RAS 127 or CalcUtOdons): Mwdmum Design PressureLl Prom the NOA S ecMc stem : 1 Method of the attachme� �escl�ion Steen Sloped Roof MOR-4i, Deck Type: ype Uruieriaymen� �®®4 Slope: asuiation: 92 FIreINA lea er: • . • Ridge Ventl n? 1,, •��. �1 hesive 3 sense••• b ype Cap Sheat: 0 no • $',pYeftg: tcA •••• •1 l Mean hoof Height:ghHeight: .� Type S Sias Drip •..• dge: 3x3 oifl L J -( C ' W e� Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt. If the M,values are greater than or equal to the M, values,for each area of the roof,then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: x A 3k3 = IS1-7 -Ma: M,, b\ Product Approval M,qO,`l (P2:-S•`I x A = .ok) -Mg: +t' -.: M,21 ProductAppprovalMf 40�I(P,: x A A t 3 = .21 -Mg: Mrs ,� (Product Approval Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mf MfRequired Moment Resistance* Mean Roof Height--lo- Roof -►Roof Slo 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 1 27.1 28.2 1 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" •••• ••• •• (P,: x 1: = x w:=_)-W: x cos 0: - =Fr, Product AppW#1 F _ • A: x 1: = x w:=_ )-W: x cos 0: - =F,2 Product Appr F' (P3: x 1: = x w:=_)-W: x cos 0: - =F„ Product ARp j F'_ •• • Where to Obtain Information • • .. .. .. . ...... Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE sed on A • Mean Roof Height H Job Site • • • •••••• Roof Slope B Job Site • • • Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance M, Product Approval Required Moment Resistance AA Calculated Minimum Attachment Resistance F Product royal Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I=length Product Approval w=width All calculation:must be submitted to the Building Official at the time of permit application. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of this section.The provisions of 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 and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. V ko"�'J 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards.Aesthetics (appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement betwee he owner and the contractor. Id/ 2.Renalling Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removi g the existing roof system.) V 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. VV 4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining this apps ance. VP 5. Ponding Water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the riginal roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water.Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,84403 and R4413. V,'L�/ 7.Ventilation: Most roof structures should have some ability to vent naturaleairflow thrptmtrlpe • interior of the structural assembly (the building itself). The existing amount of attic vtM?itfttlbn shalt"be •••••• reduced. It may be beneficial to consider additional venting which can result in extenaMft service Ilfe of ;••••; the roof. .... .... . . .... .... ..... . .. . ... ..... Exception:Attic spaces,designed by a Florida licensed engineer or registered archite to e.lxninate the attic . .. .. . ...... venting,venti shall not be required. 000000 • . • . . . . . . ...... ...... Owner's/ 07; Signature Date rad or's Signature •..' Property Address Permit Number X5'0 y Miami shores Village logo Building Department 10050 N.E.2nd Avenue �.� Miami Shores, Florida 33138 Ih ftm Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: C1 .VICD INSPECTION AFFIDAVIT licensed as a(n)Contractor ngineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License* Ms On or about � � ► � Z� , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at 1.�� (211- -* . (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 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"e:above property •; . . . . ...... mentioned. • Swom to and subscribed before me this C-) day of 'zoI45- 00 0 (Votary Public, Sate of Florida at Large : '' JUAN C CALERO '= MY COMMISSION 0 EE6MU EXPIRES February 26,2017 pool 3984153 •sm 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspe3ion.Indude photographs of each plane of the roof witih permit#and address#dearly shown marked on the deck for each Inspection Revised on 5/2112009 s�!ORES Miami shores Village 1" Building Department 6666 �,.. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Rmp► Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: I� 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: J f_ Property Address: Roofing Permit Number. DearBuildingOfficial: k C I \C C-VvL lZM certify that I have improved the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 913-3.047 F.A.C. trc"M e1o/CZc L`-r . • 6666.. Signature Print Name •..• : •• ,6666. .6000. State of Florida 0" ' 6666 0000 6666. County of Dade „•• ,,;•,• 66 66 66 6 6666.. 6666.. . The undersigned, being the first duly swom,deposes and says that he/she is the owner for fie 9bdve propeh mentiww� :. 666666 1C) day of A 2b0, :, ,,, 0 Sworn to and subscribed before me this •••••• 6 00 0 Notary Public, Sate of Florida at Large (SEAL) • ''^§ ;., JUAN C CALERO �;60z� •': MY COMMISSION 0 EE878518 FINAL COMPLIANCE EXPIRES Febwary 28,2017 Revised on 5/21/2009 !�� X 153 F 0W0jef.q&WAW a= MIAMaQADE MIAMI RADE 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)31525-99 NOTICE OF ACCEPTANCE (NOA) www.raiamidadegov/economy GAF 1361 Alps Road Wayne,NJ 07470 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: GAF Conventional Built-Up Roof Systems for Wood Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 0#00:0 s s0000.. TERMINATION of this NOA will occur after the expiration date or if there has been aoevimon or Wbwge in the materials,use,and/or manufacture of the product or process.Misuse of this NOA at Sh3 tiorserimt of any •••••• product,for sales,advertising or any other purposes shall automatically terminate this 1QUXTailure to Comply ;,••• 00ss0000 0000 •... with any section of this NOA shall be cause for termination and removal of NOA. • 0000. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,'F1$Y U an(LfM&fed ••'••• by the expiration date may be displayed in advertising literature. If any portion of the is displayed,then it shall be done in its entirety. 0 sees:. 0000.. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufa ityre dor its'dis tributors�.... and shall be available for inspection at the job site at the request of the Building Official. • This NOA renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:13-1022.15 MtAM14nADE coUJNW Expiration Date: 11/04/18 ..., , Approval Date: 11/06/14 Page 1 of 16 ROOFING SYSTEM APPROVAL Category Roofing Sub-Cateaory BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 Ultima 39.37"(1 meter) ASTM D4601 Type II asphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®FlexPly 6 39.3T'(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Ply 4 39.3T'(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAe Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced Surfaced Cap Sheet Wide with mineral granules. GAFGLAS®EnergyCap"' 39.37'(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap sheet surfaced BUR Mineral Surface wide with mineral granules with factory applied Cap Sheet EnergyCote :000:0. GAFGLAS®Stratavene 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coated on both;des with .... •• Eliminator Perforated Wide asphalt.Surfaced on the bettont side mineral ' VentingBase Sheet granules embedded in astMlti'c'coating With factor .. 0 0000 perforations. 06960: 0000 0000 . GAFGLAS®Stratavene 39.37'(1 meter) ASTM D4897 A nailable,fiberglass base's'lfWt imprep tbd and ... . .. 0000. Eliminator Nailable Wide coated on both sides with&0 IT&t. SurNid on the .. .. .. 0000.. Venting Base Sheet bottom side with mineral�nkles embedded in •• asphaltic coating. ; ' : . . 0 0 0 0:0 ••6••6 Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Woven Polyester ma k coated witli�olymer- 0•••• Weld"Smooth Wide modified asphalt and smooth surfaced!•6 6 : Ruberoid®SBS Heat- 39.3T'(1 meter) ASTM D6164 Non-Woven Polyester mat coated with polymer- Weld""25 Wide modified asphalt and smooth surfaced. Ruberoid®20 39.37"(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid®Mop Smooth 39.37'(1 meter) ASTM D6164 Non-woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced NOA No.:13-1022.15 MIAMI•DADE COUNTY Expiration Date: 11/04/18 APPROVED Approval Date: 11/06/14 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOUC Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShield'Fire 350 sq.ft.roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat'Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard7 Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 Perlite Roof Insulation Perlite insulation board. GAF EnergyGuard7 Perlite Recover Board Perlite recover board GAF EnergyGuardm RA Composite Polyiso Polyisocyanurate foam insulation with high GAF Insulation density fiberboard or Permalite perlite :000:0 . . . 0000.. insulation . • .. 0000 Securock'Gypsum-Fiber Roof Board Gypsum roof board Uf1?tOdStates(5"gum Co"..' . 0 .. . . . 0000.. Structodek'High Density Fiber Board High density fiber board B}00ua0Ridge Fibe0mard,Iris. • 0000 0000 0.000 DensDeck'Roof Board Gypsum board Gw giawPacific.Qrp um IW 0•• 00 00 00 .. . 000000 000000 00 . . . . 000000 0000.. . 000000 .. . 0 000 NOA No.: 13-1022.15 MIAMMADECOUNTY Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 3 of 16 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec"'#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec'414 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec'm XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-TecT"ASAP 3S Drill-Tec'#12 Fastener with Various GAF Drill-Tec""3"Standard Steel Plate 5. Drill-Tec""3"Steel Plate Round galvalume stress plate 3" round GAF used with Drill-Tec' fasteners. 6. Drill-Tec""3"Standard Steel Round galvalume plated steel 3" round GAF Plate stress plate with reinforced ribs for use with Drill-Tec"' fasteners. 7. Drill-Tec"'AccuTrac Flat AZ-SS aluminized steel plate 3" square GAF Plate for use with Drill-Tec"m#12 Fastener,Drill-TecT'#14 Fastener and Drill-Tec"`#15 Fastener. 8. Drill-Tec""AccuTrace Galvalume Steel plate for use 3" square GAF Recessed Plate with Drill-Tec"n fasteners. • .•.... • .• • •06• • 6.006 6006 ••6066 • •6666• • • • •666 0000 • • 6666 6666 60060 06.66• 6666 •6666 •• •• 00 • 66666• 6.6.6• • 6 • 66 6 • • • 6 •.....6.6.6• • • • • • • • • •6666• 00 0 NOA No.: 13-1022.15 MIAMbDADE COUNTY Expiration Date: 11/04/18 JAPPROVEDI Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.I.3139QLAM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 07/29/94 J.I.OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-0IRev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 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 C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF-464-02-01 ASTM C1289 10/22/12 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 IRT of S.Fl. 02-005 TAS 114 01/18/02 02-014 TAS 114 03/22/02 Trinity I ERD G30250.02.10-3-R1 ASTM D3909 11/26/12 G31360.03.10 ASTM D6164 •03/ 1/10 G33470.01.11 ASTM D6164: ••• 11/16/11 .... • G34140.04.11-2 ASTM D6163 " ."+74/25/11 G34140.04.11-4 ASTM D6401::::• ••0•f/25/11 • •••• G34140.04.11-5 ASTM D4897 •••• .&25/11 ;•••• G34140.04.11-5-RI ASTM D4897•....' '..0 18/13 ..... G40630.01.14-2A-1 ASTM D6164•..••. •-01W07/14 •• ••• G43610.01.14 ASTM D3909•••••• -6142/14 ••Do:* G6850.08.07-1 ASTM D3909:'•:': (8/13/07 G30250.02.10-3-R1 ASTM D39090 0 :.•1416/12 •••• . . ...... .. . . ... 00 0 NOA No.: 13-1022.15 MWMaDAoe COUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut"m Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or (optional) Securock7 Gypsum Fiber Roof Board. Base sheet: GAFGLAS®#80 Ultima""Base Sheet,Stratavene 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 Options: GAFGLAS®Ply 4,GAFGLAS®F1exPly""6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the lap staggered and in two rows 12"o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®Ply 4,GAFGLAS®FlexPly""6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"" #12 Fastener or Drill-Tec"°#14 and Drill- Tec" 3"Steel Plate,Drill-Tec""AccuTrace Flat Plate or Drill-Tec""AccuTrac®Recessed Plate 12"o.c.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS®Flex Ply"'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 GAFGLAS®#80 Ultimad'Base Sheet,Ruberoie20,Ruberoid(4NW Smooth,*bUe sheet attached to deck with approved 1'/4"annular ring shank nails and inverIed 3"steel plate a:a••• fastener spacing of 9"o.c.at the 4"lap and in two rows staggere4wit%a faste-l-p;-pacing of 9"o.c. in the center of the membrane. ' ...... .... ..... (Maximum Design Pressure—60 psf.See General Limitation#J0' .. ...... GAFGLAS®#75 Base Sheet or any of above base sheets attachc"l tddQck with Drill-Tec;...;. #12 Fastener or Drill-Tec'.' 414 Fastener and Drill-Tec"m 3"Steel Plate,DrilVIRb" AccuTrace Flat Plate or Drill-Tec"'AccuTrace Recessed Plate I.Yeox;in 4 rows.*One ronv0 is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.ill th0 field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'.'insulation plates at a fastener spacing of 9" o.c.at the 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure 50 psf.See General Limitation#7) NOA No.: 13-1022.15 MIAMI4=ECOUMY Expiration Date: 11/04/18 az• Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Teo"" (Continued) #12 Fastener or Drill-Tec" #14 Fastener and Drill-Tec'"3"Steel Plate,Drill-Tec"` AccuTrace Flat Plate or Drill-Tec""AccuTrace Recessed Plate 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: One or more plies of GAFGLAS®Ply 4 or GAFGLAS®#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®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. 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 4001bs./sq.and 300 lbs./sq.respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options .600.6 •• •66• • • • • • 6666•• 6666 6066•• • 666600 • • • Does ••••6• 6666 0000 •0000 •••6•• •••• 00.00 •• •• •• • 6666•• • 6666•• • • • • • • 0000•• 6666•• • • • • • • • • 6666•• 00 NOA No.: 13-1022.15 MAM4DADECOUNTY Expiration Date: 11/04/18 "'• Approval Date: 11/06/14 Page 15 of 16 WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply""6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/"DensDeckm Roof Board or 1/2"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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or:J%3tered Roof Consultant maybe submitted. Said revised fastener spacing shall utilize the witharawralresistance value •••• • taken from Testing Application Standards TAS 105 and calculations in compliance with.%09g ng Appy}:ition •••„• Standard RAS 117. 0 •00 a 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements sif&ese areae,6astener:•••• densities shall be increased for both insulation and base sheet as calculated in compliarltowi1i Roo mrj pplicatieo••• Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered PrMt$lftal Erjo?48r. 00600•••• Registered Architect,or Registered Roof Consultant(When this limitation is specif••cafryreferred within•••,f• this NOA,General Limitation#9 will not be applicable.) ....:. 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs sha4T coUbrm to • Roofing Application Standard RAS 111 and applicable wind load requirements. *000 • • ••• • . . 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.ftrd, • perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:13-1022.15 ML MMADE COUNTY Expiration Date: 11/04/18 M11111111111 I MR Approval Date: 11/06/14 Page 16 of 16 r l . NIIAMI DADE COUNTY MIAMbD�ADE YET 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(79- 7- 31525A9 NOTICE OF ACCEPTANCE (NOA) miamtaaae.Euv�eeonomv GAF 1361 Alps Road Wayne,NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations go erning the use of construction materials.The documentation submitted has been reviewed and a�byis allowed County RER- the Authority Product Control Section to be used in Miami Dade County and other areas w by Having Jurisdiction(AEU). This NOA shall not be valid after the expiration date stated below.The Viiami 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 Buijciipgode r ...... including the High Velocity Hurricane Zone of the Florida Building Code. • ...... Systems for Wood Decks. .... ...... DESCRIPTION:GAF Conventional Built-Up Roof :6000: LABELING:Each unit shall bear a permanent label with the manufa4turei's name or%90�Aty,stet A%& 09:000 following statement:"Miami Dade County Product Control Approved",unless otherwise mad her iia. .• ..... RENEWAL of this NOA shall be considered after a renewal application has been filet t othere has no •• change in the applicable building code negatively affecting the performance of this product. � 0.0 0.0 TERMINATION of this NOA will occur after the expiration date or if there has been0a 41ion ore W=ge in ;•••• the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsetml&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. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:13-1022.15 Expiration Date: 11/04/18 goal tinaDe courmr Approval Date: 11/06/14 "'• ' Page 1 of 16 ROOFING SYSTEM S APPROVAL Ca o : Roofing Sub-Cateooa: BUR Material: Fiberglass Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 j Test Product Product Dimensions Specification Description GAFGLAS®#75 Base 39.37"(1 meter) ASTM D4601 Type 11 asphalt impregnated and coated glass mat Sheet Wide base sheet. GAFGLAS®#80 Ultima 39.37"(1 meter) ASTM D4601 Type Ilasphalt impregnated and coated,fiberglass Base Sheet Wide base sheet. GAFGLAS®FlexPly 6 39.37"(1 meter) ASTM D2178 Type VI asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Ply 4 39.37"(1 meter) ASTM D2178 Type IV asphalt impregnated glass felt with asphalt Wide coating. GAFGLAS®Mineral 39.37"(1 meter) ASTM D3909 Asphalt coated,glass fiber mat cap shget sulfaced Surfaced Cap Sheet Wide with mineral granules. . . :09000 0000.. i GAFGLAS®Ener '� 39.37" 1 meter ASTM D3909 bated,glass fibel jW gap�ap sheet jfaced ..... �p ( ) Asphalt c BUR Mineral Surface wide with mineral granules withgty applied, 0 . Cap Sheet Energy6te 000000 .... :069* 0000 .000 0000. GAFGLAS®Stratavene 39.37"(1 meter) ASTM D4897 Fiberglass base sheet coatp&gA troth sidq.With •�;�0• Eliminator Perforated Wide asphalt.Surfacon the boAm fide vJith fn&eral Venting Base Sheet granules embededded in asp.hak.p Boating with factory • perforations. :000.. .....• GAFGLAS®Stratavene 39.37" 1 meter ASTM D4897 A nailabl fiber 9 ( ) e, glass base cheetunpre and . Eliminator Nailable Wide coated on both sides with asphalt.Surfaced on the Venting Base Sheet bottom side with mineral granules embedded in asphaltic�oating. Ruberoid®SBS Heat- 39.37"(1 meter) ASTM D6164 Non-Wove Polyester mat coated with polymer- Weld7 Smooth Wide modified asphalt and smooth surfaced. Ruberoid®SBS Heat- 3937"(1 meter) ASTM D6164 Non-WovOn Polyester mat coated with polymer- Weld"'25 Wide modified asphalt and smooth surfaced. Ruberoid®20 39.3T'(1 meter) ASTM D6163 SBS modified asphalt base sheet reinforce with a Wide glass fiber mat. Ruberoid®Mop Smooth 3937'(1 meter) ASTM D6164 Non woven polyester mat coated with polymer- wide modified asphalt and smooth surfaced. NOA No.:13-1022-15 MNLOADE WUNTr Expiration Date: 11/04/18 . AIM Approval Date: 11/06114 Page 2 of 16 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description FireOut Fire Barrier 5, 55 gallons Proprietary Low VOC,water based fire barrier coating. Coating VersaShieie Fire 350 sq.fL roll ASTM D226 Non-Asphaltic Fiberglass-Based Underlayment. Resistant Roof Deck Protection Topcoat®Surface Seal 5 gallons ASTM D6083 Solvent based sprayable thermoplastic rubber SB sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOM EnergyGuard7 Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard7 Perlite Roof Insulation Perlite insulation board ••• G •°•• • EnergyGuard7 Perlite Recover Board Perlite recover board •••••• Gam•••• 000000 EnergyGuard'm RA Composite Polyiso Polyisocyanurate foam insulation with high0000 GAF••• 0 9099 Insulation density fiberboard or Permalite perlite •69006 •••••• 96:099 Insulation 0 0.0 0• •0 0•• •• 00 -. 0 000.00 SecurocV Gypsum Fiber Roof Board Gypsum roof board UWWAStates Gypsum Corp. •• Structodek®High Density Fiber Board High density fiber board $lue Midge Fjbeard,InZ. ••• • • • 000000 DensDeck®Roof Board Gypsum board Gedrgia I'acifieri"Cam LLC • 00 • NOA No.:13-1022.15 MIFin,I•DADE COUNTY Expiration Date: 11/04/18 JAPPROVED1 Approval Date: 11/06/14 Page 3 of 16 I APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Descriution Dimensions (With Current NOM 1. Drill-Tec"'#12 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 2. Drill-Tec"'#14 Fastener Insulation fastener for steel, various GAF wood&concrete decks. 3. Drill-Tec"'XHD Fastener Carbon steel extra heavy duty Various GAF fastener used in steel decks. 4. Drill-Tec"'ASAP 3S DrillTec"'#12 Fastener with Various GAF Drill Tec' 3"Standard Steel Plate 5. Drill-Tec"'3"Steel Plate Round galvalume stress plate 3"round GAF used with Drill-Tec' fasteners. 6. Drill-Tec"'3"Standard Steel Round gaivalume plated steel 3"round GAF Plate stress plate with reinforced ribs for use with Drill-TecTm fasteners. 7. Drill-TecT"AccuTrace Flat AZ-SS aluminized steel plate 3"square GAF Plate for use with Drill-Tec"'#12 Fastener,Drill-Tecw#14 :000:0 ...... Fastener and Drill-Tec"'#15 • Fastener. 696.0• sees ....0 8. Drill-Tec AccuTrac® Galvalume Steel plate for use 3"square 000000 GAF. 6666•• Recessed Plate with Drill-Teem fasteners. 0000 •••• • 66660 06666 6666. 6666.. 6666 6666. .. .. .. . 6666.. 6666.. 6666.. .. 6666 NOA No.:13-1022.15 Mu►Mi•waoe couN rr Expiration Date: 11/04/18 • • Approval Date: 11/06/14 Page 4 of 16 EVIDENCE SUBMITTED: Test Aeency Test Identifier Description Date Factory Mutual Research Corp. J.I.2B8A4.AM 4470 07/02/97 J.I.3B9Q1.AM 4470 01/08/98 J.I.ODOA8.AM 4470 07/09/99 J.I.ODIA8.AM 4470 07/29/94 JI OY9Q5.AM 4470 04/01/98 3029832 4470 05/11/07 UL LLC R1306 UL 790 07/22/13 PRI Construction Materials GAF-012-02-02 ASTM D4977 11/06/01 Technologies,LLC GAF-020-02-01 ASTM D4977 02/01/02 GAF-082-02-01 ASTM D6083 05/07/06 GAF-084-02-01 ASTM D6083 05/09/06 GAF-270-02-02 ASTM D226 11/15/10 GAF-276-02-01Rev ASTM D6083 12/16/10 GAF-276-02-02 ASTM D226 11/15/10 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 C1289 10/22/12 GAF-417-02-01 ASTM C1289 05/28/13 GAF464-02-01 ASTM C1289 10/22/12 GAF499-02-01 ASTM D6083 03412/14 GAF-500-02-01 ASTM D6083. 031x2/14 ...... IRT of S.Fl. 02-005 TAS 114 •••• % •N418/02 • 02-014 TAS 114 ...%`• •W22/02 •••••• Trinity(ERD G30250.02.10-3-R1 ASTM D3909'••"' 11/26/12 %....% G31360.03.10 ASTM D6164•••• ••x3731/10 • .... .... ..... G33470.01.11 ASTM D6164...... •)):16/11 ••%• • G34140.04.11-2 ASTM D6163..'..' '.P4/25/11 •••••• G34140.04.11-4 ASTM D6401•••••• 04/25/11 G34140.04.11-5 ASTM D4897% % %,.0.4 jj5/l l ••••%• G34140.04.11-5-R1 ASTM D4897: 10/18/13 %••.�% G40630.01.14-2A-1 ASTM D6164 • •• C4707/14 ' G43610.01.14 ASTM D3909 01/12/14 G6850.08.07-1 ASTM D3909 08/13/07 G30250.02.10-3-R1 ASTM D3909 11/26/12 NOA No.:13-1022.15 MIAMI•DADE COUNTY Expiration Date: 11/04/18 • Approval Date: 11/06/14 Page 5 of 16 Membrane Type: BUR Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut Fire Barrier Coating,VersaShiele Fire Resistant Roof Deck Protection or (optional) Securock"'Gypsum Fiber Roof Board_ Base sheet: GAFGLAS®#80 Ultima"Base Sheet,Stratavene Eliminator Nailable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld""Smooth or Ruberoid®SBS Heat-Weld's 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS®Ply 4,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 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®FlexPlim 6,GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"' #12 Fastener or Drill-Tec"#14 and Drill- Tec'm 3"Steel Plate,Drill-Tec"'AccuTrace Flat Plate or Drill-Tec"'AccuTrace Recessed Plate 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. 0 :**see ..e..• (Maximum DesignPress • "'a EspaciYagAf . ... GAFGLAS®Flex Ply 6,GAFGLAS®#75 Base Sheet or any oZ.. 'A attached to deck with approved annular ring shank nails and tin caps at a fast9"ox:••• at the 4"lap staggered and in two rows 9" o.c.in the field 060000 • see ... . (Maximum Design Pressure 52.Spsf.See General Limitation'# ••• .• GAFGLAS #80 Ultima Base Sheet,Ruberoie 20,Ruberoid .Smooth,base sheet attached to deck with approved 1'/4"annular ring shank nails anJ inverted 3"•steel late at a..:• •••• fastener spacing of 9"o.c.at the 4"lap and in two rows staggerdl wifta fastener spacin f�• 9"o.c.in the center of the membrane. •0 0 •• : ' (Maximum Design Pressure—60 psf.See General Limitation#7) 00 GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'm #12 Fastener or Drill-Tec"' #14 Fastener and Drill-Tec"'3"Steel Plate,Drill-Tec"' AccuTrac®Flat Plate or Drill-Tec"'AccuTrace Recessed Plate 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec""insulation plates at a fastener spacing of 9"o.c.at the 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.:13-1022.15 MIAM4DADE COUNTY Expiration Date: 11/04/18 JAPPROVEDI Approval Date: 11/06/14 Page 14 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"" (Continued) #12 Fastener or Drill-Tec"'#14 Fastener and Drill-TecT"3"Steel Plate,Drill-Tec'" AccuTrace Flat Plate or Drill-Tec AccuTrae Recessed Plate 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—75psf.See General Limitation#7) Ply Sheet: One or more plies of GAFGLAS®Ply 4 or GAFGLAe#80 Ultima.Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS®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. 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 4001bs./sq.and 3001bsJsq.respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 galJsq. Maximum Design Pressure: See Fastening Options • •••••• ...... .... ...... • •• •• •• • •••••• • • • • • •••••• •••••• NOA No.:13-1022.15 CExpiration Date: 11/04/18 •• Approval Date: 11/06/14 Page 15 of 16 i r WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAe Ply 4 and GAFGLAS®Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDecO Roof Board or%z"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LEWTATIONS: 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable.A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F)value of 2751bf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-test4l a below 275 lbf.insulation attachment shall not be acceptable. : .0. 6690:6 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmeAgt jIBased ori j minimum• *600 fastener resistance value in conjunction with the maximum design value listed within a snrAf G system. Should the • fastener resistance be less than that required,as determined by the Building Official,a revised fastenerspacing, :*"*: prepared,signed and sealed by a Florida Registered Professional Engineer,Registered AmMlkt,or kegi4red ••••• Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdIS =esistaipt%due *000 • taken from Testing Application Standards TAS 105 and calculations in compliance with'Robfing Appli'catibn Standard RAS 117. •• • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these ares. •FMener,•• densities shall be increased for both insulation and base sheet as calculated in compliande,All Roofing ApplicatW••; Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineerr 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 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended comers and corners).(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:13-1022.15 MIAM!•DADE COUNTY Expiration Date: 11/04/18 JAPPROVEDI Approval Date: 11/06/14 Page 16 of 16 f � r RR fAsk O C I 08 205 MUM-DADE COUNTY 141AP4 NTROL SECTION y: 5 S� `S 208 DEPARTMENT OF REGULATOR C RESOURCES(RER) ;1 JjjJ7ori 2474 599 2599 BOARD AND CODE ADMINISTRATION DIVISION ( 15- (7 1 NOTICE OF ACCEPTANCE OA x; ad econom 10 44 3M Company 3M Center Building 0220-05-E-06 z St Paul,MN.55144-1000 4�� SCOPE: This NOA is being issued under the applicable rules and regulations gove Ing 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 Authont� Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The 'ami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade ounty)reserve the right to have this product or material tested for quality assurance purposes.If this product or materia fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may im ediately 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 prod ct 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:3Mrm 2-Component Foam Roof Tile Adhesive AH 1�0 LABELING: Each unit shall bear a permanent label with the manufac rer'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¢f 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 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. #0001� NOA No.: 14-0805.01 M�E courmr Expiration Date: 05/10/17 JAPPROVED1 Approval Date:09/04/14 Page 1 of 11 i i ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane i SCOPE: This approves 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company 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 1by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof rile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3Mrm 2-Component N/A TAS 101 Two jcomponent polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack@ 30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly hiving a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Prove Test Results Density ASTM D 1622 1.6 lbsJft. 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 Lbsi�oe Moisture Vapor Transmission ASTM E 96 3.1 Perm I Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158T., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% 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. NOA No.: 14-0805.01 I171 L I Di4ne eow�mr Expiration Date: 05/10/17 • D Approval Date:09/04/14 Page 2 of 11 s f EVIDENCE SUBMITTED: Test Amen cy Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA ETAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 S8TD 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 UwTATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M7 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high file 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 3Nr 2-Coynponent Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile 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 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Muaan nnoe COLRdTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2-Component Foam Roof Tile Adhesive 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. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 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. 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive 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. NOA No.: 14-0805.01 COADECOUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 4 of 11 A 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 Tile) 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. MIAMFDADE COUNTY ,...1 BUILDING PERMIT REQUIItEMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 APPROVED Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 N un vamvmamthT") FlaVLow Profile Tile e" ►^"��"! ' �� ''s 1. Starting at the eave course,apply a minimum 2" 1 yv (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam �``g ;�.•y;i paddy onto the underlayment positioned as shown, P under the strengthening rib closest to the overlock of the tile being set. T ,FIM • 4i s .. � , „r ': 2. Continue in same manner.Insure approximately 17 (109.7 cm)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. fasNft Fs Hall+ ne�, Medium Profile/ Double Pan Tile ptwft0w1�+�ca�auh�i ``� L �P1r8ien�rchT�e1 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 ;� yam '"` ��•, ` �.�� overlock of the tile being set. �a 2. Continue in same manner.Insure approximately 17 � � � ,s (109.7 cm2)—23 (148.4 cm2)square inch adhesive s _ „ �� contact with the underside of the tile. Law caune ez�a o �t.►�t�Via.., x vat OwneabTft) High Profile/Single Pan Tile dr�ren ra�rdG r . N� ' 1. Starting at the eave course,apply a minimum 2" 50.8 mm x 10" 254 mm x 1" 25.4 mm foam w 4. y ta. _ �,,`s•,�4 r paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. 2. Continue in same manner.Insure approximately 17 S1 :a (109.7 cm2)—23 (148.4 cm2)square inch adhesive �.,� M ...._• .�,,� contact with the underside of the tile. 10 �� famdosure s NOA No.: 14-0805.01 MIAMtiDADE COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 w am"h lactic e""" v ra in TQQ Flat/Low Profile Tile 1. Starting at the eave course,apply a minimum 2"(50.8 `r..• 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 the the being set. Insure approximately 17 109.7 cm2 g cm2) Y ( ) 23 (148.4 cm )square inch adhesive contact with the underside of the tile. '`• ® 7 A ;r *. .. �s� �•� -� 2. At the second course,apply a minimum 2"(50.8mm) l101 x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlook of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm)square inch adhesive contact with the underside of the tile. NMI th"It laic"me; Medium Profile/Double Pan Tile ''`wq y'``-� , _:� ►as ,efit:� 1. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ` 4 onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm)— '''" 2� �, '�� 23 (148.4 cm2)square inch adhesive contact with the s.ltem oa� �� ' ,' +'rF underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan Fu:, portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MLAMI-DADE Counrrir Expiration Date: 05/10/17 Approval Date:09/04/14 Page 7 of 11 A A ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) dui+ " ,, aai. nt�� High Profile/Single Pan Tile 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy /4 onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set.Insure approximately 17(109.7 cm2)— t 23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Fay Cvatrffa ate, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the *� underlayment positioned as shown under the pan Don", 2M6, ac.+ ' `z � portion of the the closest to the Overlock of the the '� a•"� na°`�' being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 MAD;COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 8 of 11 t t y ADHESIVE PLACEMENT DETAIL#3 t�61 off owffi canesnerdy 16e low) (WhM►e a/ 1. On the eave course only,apply a minimum 2"(50.8 s�nenso ° mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ° P�dycmraetilea onto the underlayment positioned as shown,under L�% � dift ? the strengthening rib for flat tile or under the pan entw --' portion of the tile for low or high profile tile closest •\ }�# to the overlock of the tile being set.Leave , '4W. approximately 4"(101.6 mm)up from the eave fey ,�' edge free of foam to prevent the expanded adhesive an `r 2:4from blocking the weep holes. Insure ® approximately 17-23 inz(109.7-148.4 cm2)of .� � adhesive contact with the underside of the tile 6weda33ffe 2. Apply a4"(101.6 mm)x4"(101.6 mm)x 1"(25.4 mm)foam paddy onto the underlayment just below Ratn"PmflleTile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the NantMou0phGicmmew sln� 'm�er�ae pan portion of the tile,closest to the underlock for (.11mFeQukem Ibet1w tunI the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive ear �► contact with the underside of the tile. (Instructions continued on next page) anwpaf `r9X41M 1=4in.`-•,,mss'.. 1061. Eam Qame Favecoum Fasda Medlwn PmflleTlle NOA No.: 14-0805.01 MIAMI DARE COUNTY Expiration Date: 05/10/17 1 Approval Date:09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Halt 9h plc Str�glepaftundwtUe to*hen edi 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x3/4" (19 mm)paddy on top of the eave course tile Backs ,�. Paddyt cit surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately 4z4hL ,� 9(58.1 cm)- 11 (71cm2)square inch adhesive s:atn contact with the underside of the tile at the overlap padh -�an and 7(45.2 cm2)-9(58.1 cm2)square inch inpoftee �a''� , adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. Earn Coolie `a° Fasda Weephob Eavedusure 10il,. ,2ta Wipedge NOA No.: 14-0805.01 MIAMbDADB COUNTY Expiration Date: 05/10/17 Approval Date:09/04/14 Page 10 of 11 � � A ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve 65 to 70 sq.In. Steep pitch applications / In contact wM the pan tile. (when required) (50.8 mm)x 10"(254 mm)x 1"l25.4 mm)foam 2)Tum covers upside down.Place adhesive ln paddy onto the underlayment positioned as to I in.from outside edge of cam tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 2S sq.In.contact area. � ° tiles from rocking until adhesive has a chance to underhwment "j ° cure. 2. Continue in same manner bringing two pan courses up toward the ridge.Insure ✓`��."='��' -' approximately 65 (419.4 cm2)—70(451.6 cm)square inch adhesive contact with the underside ' sheathing of the pan tile. Eave closure (motor am") 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 tile.Ensure eave end of pan and cover tiles are flush at esus°"e' 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 tile course.Insure a minimum of 20(129 cm2)-25 (161.3 cm2)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.: 14-0805.01 QMLAM-DADERM0 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 Section C Page(Low Slope Roof Systems) Ftlt In the specific roof assembly components.If a component Is not required,Insert not applicable(nla)In the text box. 1 ROOF SYSTEM MANUFACTURER: GAF Top Ply. GAF MINERAL CAP SHEET Product Approval(NOA): 13-1022.15 System Typo:r` 7 Top Ply Fastening 1 Bonding Material: Wind uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPHALT (P1) Field: -425 psi Surfacing:I GRANULES SINGLE PLY MEMBRANE., (P2) Perimeters: 71.7 psf Single Ply Manufaoturerllype: (P3)Corners: -10t3.0 pd I NA Maximum Design Pressure From NOA: -525 psf Single Ply Sheet Width: 112 Sheet Width: NA " Roof Slope: 0.50 ":12 Root Mean Height: 14 It. No.of Single Ply 112 sheets:El Parapet Walls: C!✓ No ❑Yes Parapet wall Heig@tt NA it Single PlyMemhrane Fastening/Bonding Material: NA DeckType: —518 Plywood— I ©FASTENER SPACING FOR BASHSHE'ETATTACHMENT Support Spacing:I NA "olo ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate DeckType. NA � M� 1.Field: "c/oQ Laps&Q rows "ole Existing Roof � SAME 2.Perimeter "ole®Laps&[:.:..l rows 010 Fire Harrier. 3.Comer E__I"o/o®Laps&DrowsE]"ole NA NUMBER OF FASTENERS PER INSULATION BOARD: Vapor Barrier NA 3. Comer rN7A I NA 1. Field:FNA 2. Perimeter Anchor Sheet: Insulation FestenerType: NA NA Anchor Sheet Fastener/Bonding Materlak WOOD NAILER TYPE AND SM, NA 1"X W FASCIAL Insulation Base LayerSize&Thickness: Wood Nailer Fastener Type and Spacing: NA 1#12 WOOD SCREW Insulation Base Layer Fastener/Bonding Material: EDGE&COPING METAL SIZES; NA insulation Top Layer Size&Thickness: Edge Metal Matedal: --Galvanized Metal-- NA Edge Size. --3"E%ELE e 26 ga.-- Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: CT EDGE METAL HOOK STRIP SIZE-- NA Edge Metal Attachment Base 8heet{s)&Na.of Ply(s): 1-114"RS NAIL 4"OC GAF GLASS BASE 75#(1)PLY .-SELECT PARAPET WALL COPIN MATERIAL— Base Sheet Fastaaerl Bonding Material• Coping Meterlak 1-1/4"RS NAIL AND TIN CAP 1.518" Coping Size: "'SELECT COPING METAL SIZE OR THICKNESS— Ply Sheets)& G.of Ply(s): Hook Strip She: —SELECT COPING MUAL HOOK STRIP 91ZE— GAF PLY iV(2)PLIES Parapet Coping Metal Attachment Ply Sheet Fastener/Bonding Materiat NA HOT MOP ASPHALT Illustrate Components Noted and Details as Applicable: Roof Mean Height: ft. Drip Metal: 3"x3"gely 26g Continuous Cleat: Top Ply NA Interplies Surfacing: Base Sheet GRANULES Top Ply: Anchor Sheet GAF MINERAL CAP SHEET Interplies: 7fffl-1 11. P' Drip Metal GAF PLY IV Base Sheet. Contlntrorts GAF GLASSBASE 7.5# Cleat Top Layer of insulation: a, Wood Nailer NA Base Layer of Insulation: NA Roof peck - Wood Nailer: a Base Layer 1 X 8-FASCIAL BOARD of Insulation - - Wood Nailer Fastening.- of� rop Layer# 12 WOOD SCREW 16"OC llon Anchor Sheet: NA Deck Type: PLYWOOD 50 The use or gypsum board under any of tho following Class A,8 or C systems floes not adversely affect the rating,The use of y+-in.murtmum th,tk gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between mifilmum V4-in.Mick perlite board and dock with rosin paper(perllte/rosln paper/polystyrenefperlite)is a suitable alternate for polytsocyanurate board In the following Bass A,6 or C systems. EnergyGuard@ RA"or"Tapered f:nergyGuarOO RAO or"EnergyGuardO Composite RA"may be substituted for any Atlas polyisocyanurate insulation in any of the fallowing Classifications. Trumbull"Derma Mop"may be utilized with any of the following"Asphalt Felt Systems with Mot Roofing Asphalt". "GAFGtAS@ s'Bo premium Base Sheet"may be used In any of the fallowing systems. GAFGLASC$Pies Ply b"and'W-Ply@ Ultra-Flexible Ply V are suitable alternates to"GAFGLAS©Ply 6". •GAPTEhtp Parmante Recover Board"may be used in lieu of any perlite Insulation in any of the following NC Glasslficatlons. Unless otherwise indicated,any of the"Asphalt felt Systems with Clot Roofing Asphalt"may be surfaced with"Flreshield M9"at 2'/:to 3-081/1 oo- Az, "Ruberold0 Dual Smooth"may be used as an altemate to'Ruberaldo Mop Smooth"ar'Auberoid&20"or"Ruberoid&20 Hr "Rubaroldtia Mop Smooth 1.51,may be used as an alternate to"Ruberold@ Mop Smooth' Class A,B and C Nat roofing asphalt;for use with organic and glass felts or modified bitumen membranes. "Ruberold@ Neat weld`SBS roofing membrane may be used In lieu of"RuberaldO Map"SBS products in any applicable Classification. Gass A t.Dock:C-1S/32 Inline;3 Insulation foptlonal);--One or more layers peruCe or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polylsocyanurate composite or pedite/urethane composite or wood fiberloolyisocyanurate tomooslte or phenolic,any(hickness. Ply shoot:—Three or mora Plies Type G3 Or"GAFGLAS(O Ply 4"or"Tri-Ply®Ply 4"or"GAFGLASOO Ply 6"hot mapped. Surfacing;—Gravel. 2.Deck,C-15/32 Incline:2 Insulation(optional)t--one or more layers partite or wood Ober or glass fiber or polyisocyanurate or urethane or pealte/polyisocyamtrats composite or perl(te/urethane composite or wood liber/potylsocyanurate composite or phenolic,any thickness. Ply sheet,--Three or more piles Type G1 or"GAFGLAS®Ply 4"or"Tri-PtyO Ply 4"or"GAFGLASO Ply b". Cap Sheet:—One ply Type G3"WGLAS(P Mineral Surfaced Cap Sheet"or"Trl-Fly®Mineral Surfaced Cap Sheet"or"GAFGLASO energyCap'"'"OUR Mineral Surfaced Cap Sheet." 3.Decks NC ltncllnes 2 Lnsulatlon(optional);—One or more layers perilte,wood Ober,glass fiber,polyisocyanurate,urethane,perllte/poiylsocyanurate composite,periftefurethane composite,wood filler/polylsocyanurate composite,phenollc,2-In.maximum. Ply sheep—Two or more plies Type el GAFGLASO Ply 4",'Tr!-Ply®Ply 4"or"GAFGLAS©Ply 6". Gap sheets—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"or"Tr1-P1Mineral Surfaced Cap Sheet"or'GAFGLASS EnergyCap"'BUR Mineral Su " A.Decks C-15/32 Iectine:t slip Sheet(optional):—Red rosin paper,nailed to deck. insulation Coptiossal}t--Any thkkdess partite or wood fiber ar plass Ober or polyisocyanurate mechanically fastened or adhered with OMG Inc."Olyaand fastening System"or any UL Gasslfled Insulation adhesive. Base Shoats—One ply Type 62"GAFGLASO#75 Base Shsat"or"rd-PIVD it75 Base Sheet"(may be nailed). Ply sheets-»one or more piles Type Gl"GAFGLAS@ Ply 4'or"Til-Aly@ Ply 4"or GAFGLAS@ Ply 6". Cap Sheet,—one ply Type G3 OBAFGLAS@ Mineral Surfaced Cap Sheet"or'Trf-PIyO Mineral Surfaced Cap Sheet"or"GAFaLAS0 EnergyCap'"OUR Mineral surfaced Cap Sheet" Surfacing(optional):—"TOPCOAT®EnergyCotem'applied at a rate of 2-gal/j0o-it2. S.Deck,NC Incliner 3 604-414-2haep :sl r- rn/r-ori_hin/Xvvllemnlate/LISEXT/XFRAME/showpage.html?name=T... 2/23/2012 7 L f MIAMbDADE MUM-DADS COUNTY RTMPRODUCT CONTROL SECTION 11805 SW 26 Street,Roam 208 D1:PARTMONT Or,12GGLATORY AND ECONOMIC RESOURCES(RNR) Miami,Flodda33175-2474 gOMw AND cons ADMINISTRATION DIVISION T(786)315-2590 P(786)31525-09 NOTICE OF ACCEPTANCE(NOA) wxrw.n►tenatdrtde g{ conmov rax+' 1361 Alps Road Wayne,NJ 07414 SCOPE: This NOA is being issued under the applicable rules and iegulations 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 area where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid after the expiration date stated below.The Miami bade County Product Control Section(In Miami Dade County)and/or the ARY(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 falls to perforin in the accepted manner,the manufacturorwill 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 Mlami--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 heroin,and has been designed to comply with the Florida Building Code including the Pugh Velocity Hurricane Zone of the Florida Building Code. DESCWTION:GA1?Conventional Built-Up Roof Systems for Wood Decks. LABELING:Bach 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. TERMWA,TION 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 theNOA is displayed,then it shall be done in Its entirely. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspeotion at the job alta at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.09 and consists of pages I through 16, The submitted documentation was reviewed by Jorge L.Acebo. NOA No.e 13-1022.15 M eco Expiration Dates 11/04/18 • • Approval Date: 11106/14 Page 1 of 16 Membrane Types OUR Deck Type 1: Wood,Non-insulated Deck Description: 19132"or greater plywood or wood plank decks . System Type T: Base sheet mechanically fastened. All General and System Limitations shall apply. We Barrier: FireOat'm Fire Barrier Coating,VemaShielde Fire Resistant Roof Deck protection or (optional) Securoek'"Gypsum Fiber Roof Board. Base sheet: GAFGLAS*#80 Ultima'"Base Sheet,Stratavente Eliminator Nailable Venting Base Sheet,ituberoie 20,RuberoidO SBS Haat-Weld'"Smooth or Ruberole SBS Heat-Weld- 25 eat,Weld-25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLASO Ply 4,GAFGLAS®Piexplyy 6,GAFGLAS®#75 Base Sheet or any of above base sheets attacked to deck with approved annular ring shank nails and tin caps at it fastener spacing of 9"o.o.at the lap staggered and in two rows 12"0.0,in the field. (Maximm Design Pressure-¢5 psf.See GeneraWhnitadon#7) GAFGLAse Ply 4,GAFGLAS®Fleoly 6,GAFGLAS*475 Base Sheet or any of above base sheets attached to deck with Drill-Teo'" 1112 Fastener or Drill-Tec#14 and Drill- Teo 3"Steel Plate,Drill-Tec AcouTraoe Flat plate or Drill-Tac AccuTraco Roomed Plate 12"o.o.in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.o.in the field of the sheet. (MaxNtrun Design Pressure-¢5 psf.See General Limitation#7) GAFGLAe Flex plp"6,GAFGLASs'075 Base Sheet or any o£above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o e. at the 4"lap staggered and in two rows 9"o.e.in the field. (Maxhmmm Design Pressure--52.5psf.See General Lindtation#7) GAFG1,Ae#80 Ultima"Base Sheet,Ruberoide20,Ruberoiemop Smooth,base sheet attaohed to deck with approved I YP annular ring shank nails and inverted 3"steel plate at a fastener spacing of 9"o.o.at the 4"lap and in two rows staggered with a fastener spacing of 9"o.e.In the center of the membrane. (Maxbnunr Design Pressure-Opsf.See General Lbultatlon#7) GAFGLA8'a#75 Base Sheet or any of above base sheets attached to deek with Drill-Too' #12 Fastener or Drill-Tec 014 Fastener and Drill-Tee'"3"Steel Plate,DrillTea AeeuTrado Flat Plate or Drill-Tec"`AccuTraco Recessed Plate 12"o.o.in 4 rows. Ona row is in the 2"side lap. The other rows are equally spaced approximately 9"0,0.in the field of the sheet. (Mazinrnm,Desigu Pressure--60,psf.See General Lim nation#7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec'"insulation plates at a fastener spacing of 9°o.c.at the 4"lap staggered in two rows 9"in the field. (Maxlrnuut Design Pressure-60 psf.See General Limitation#7) NOA Na.:13-1022.15 MtAMiration Date- 11104/18 oU Ap NEW 1110614 Page 14 of 16 Fastening options: GAFGLASe#75 Ease Sheet or any of above base sheets attached to deck with Drill Teo (Continued) #12 Fastener or Drill-Teo#14 Fastener and Drill--Te"`3"Steel Plate,Drill-Tee"' AccuTrac'a Flat Plate or Drill-Teo"'AccuTrad*Recessed Plate 8"o.c.in 4 rows.One row is in the 2"side lap. The other rows are equally spaced approximately 9"oc.in the field of the sheet. (Max&nam Aesigys Pressure 75 psf.See General Lhaildtion#) Ply Sheet: One or more plies of GAFOLAe Ply 4 or GAFGLAe#80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Cap Sheet: (Optional)tone ply ofGAFGLAS®Mineral Surfaced Cap Sheet or GAFGLASO 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. 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 lbsJsq.and 300 lbsdsq.respectively in a flood coat of!gproved asphalt at 60 lbs,/sq. 2. Topcoat Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options I NOA No.;13-1022.15 HIAMMAnn couryrr Expiration Date: 11104/18 Approval Date: 11/06/14 Page 18 of 16 M WOOD DECK SYST,M LIMITATIONS: I A slip sheet is required with GAFGLAS®Ply 4 and GAFGLASO Flex Ply"6 when used as anicehanically fastened base or anchor sheet. 2. Minimum V"DensDece RoofBoard or W Type X gypsum board is acceptable to be installed directly over the wood deck, GENUAL LXisriXTAXILONS: 1, Fire classification is not part of this acceptance;refer to a current Approved hoofing 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 fall mopping of approved asphalt applied within the EVT range and at a rate of 2040 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 41 x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed call foam insulations when the base sheet Is fully mopped.If no recovery board is used the base sheet shall be applied using spot moppingwith approved asphalt;12"diameter circles,240 o.e.;or strip mopped 8°ribbons in three rows,one at each side and one down file center of the sheet allmving a continuous area of vantila6on. Encircling of the strips is not acceptable.A 6"break shall be placed every IT in each ribbon to allow dross ventilation, Asphalt application of either system shall be at a minimum rate of 12 lbs,/sq. Notat Spot attached systems shall be limited to a maximum design pressure ef45 pst. 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 I05. If the fastener value,as field-tested,arc below 275 W.insulation attachment shall not be acceptable. 6. Sastener spacing for mechanical attachment of andtor/base sheet or membrane attachment Is based on a minimum fastener resistance value in ccnjunction with the maximum design value listed within a specific system. Should the fkstener resistance be less than that required,as determined by the Building Official,a revised fastener spacing, prepared,signed and sealed by a Florida Registered Professional Engineer,Registered Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken fYom Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard IFAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer, Registered Architect,or Registered Roof Consultant(When this limitation is spealfli tally referred within this NOA,General Limitation#9 Swill not be applicable.) 8. All attachment and sizing ofperlmcter pallors,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roofproesure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shalt be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners),(When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit In accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF TMS ACCEPTANCE NOA Nda 133-1022.15 iration Datei 11/04119 rtrn t sea sir Appr vat Datet 11106/14 page 16 arm