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RF-19-15560 Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 V- , 2 -fe -1 - - A �ffl a�j Issue late: 07/11/2019 Parcel Number 415 NE 105TH ST, Miami Shores, FL 33138 1122310430010 Contacts Perm No.: RF -07-19-1656 Permit Type. Roof Work Classification: Tile/Mai Permit status: Approved Expiration: 01/07/2020 EDWARD A MCCARTHY ARCHBISHOP Owner ISAACS ROOFING & INSULATION CORP Contractor ALAIN GONZALEZ ISAIAS OSVALDO DEL SOL 17225 S DIXIE HWY SUITE 200, MIAMI, FL 33157 Business: 3052345234 INFO@ISAACSROOFING.COM Other: 7862779756 Description: REPLACE TILE ROOF AND FLAT Valuation: $ 180,000.00 Inspection Requests: Total Sq Feet: 12,800.00 Fees Amount Application Fee - Other $50.00 CCF $108.00 DBPR Fee $8.25 DCA Fee $5.50 Education Surcharge $36.00 Roofing Fee $500.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $13.75 Total: $775.50 Payments Date Paid Amt Paid Total Fees $775.50 Credit Card 07/11/2019 $775.50 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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 zonin ore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date July 11, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 415 NE 105 St R��E�y ED �uL 0 � 1019 FB C 20 ['1 b Permit No.�� t Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO x Flood Zone: OWNER: Name (Fee Simple Titleholder):Ap,chCUD C2.Se, D� 1'6-4U-1 Phone#: 305-252-1!Pa41 AddressAL[ ( (� 1 S Cc�a Yl� 1 �Pt City: �I &,VkA,, n a S State: Ct, Zip: Tenant/Lessee Name: Phone#: Email: &n ra-&C- 0 4-k •e— itu VVI . .0 rat CONTRACTOR: Company Name: Isaacs Roofing Address: 17225 S Dixie Hwy. Suite 200 City: Palmetto Bay Sta Qualifier Name: Alain Gonzalez State Certification or Registration #: ccc1325556 FI Zip: 33157 nh „A 305-234-5234 Contact Phone#: Email Address: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $_ 180 00� Square/Linear Footage of Work: (-2S-00 Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: Replace tile roof and flat roof a ;. , �•. r . Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ �� • �� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature J Signature C� Owner or Agent Contractor The foregoing instrument was acknowledged before me this '1 17 The foregoing instrument was acknowledged before me this 1 day of�Y'NbSt 5� E� 1'Z13(D ` t �VD(day of 20 t*S, by Alain Gonzalez whor who has produced J who is per na y k !EDnie or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: g Print:o� s g,4: cs; e Q- =CCw � My Commission Expires: Llo o N (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the most Reverend Thomas Wenski, as Archbishop of the Archdiocese of Miami, his successors in office, a corporation sole, has made, constituted and appointed, and by these presents does hereby make, constitute and appoint Sister Elizabeth A. Worley, C.O.O., his true and lawful attorney for him and in his name, place, and stead. Giving and granting unto Sister Elizabeth A. Worley, C.O.O., his said attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises as tily, to all intents and purposes, as he might or could do if persona!ly present, with full power of substitution and revocation, hereby ratifying and confirming all that Sister Elizabeth A. Worley, C.O.O., his said att(;mey or his substitute shall lawfully do or cause to be done by virtue hereof. In Witness Whereof, I have hereunto set my hand and seal this 8 day of March, A.D., 2017. Signed, sealed and delivered in the presence of Witness: Witness Sibnature Printed Name Witnes Signature J',la+z,;, mc{ Printed Name STATE OF FLORIDA SS: COUNTY OF DADE �+ l w, a tt✓ The Most Reverend Thomas Wenski As Archbishop of the Archdiocese of Miami his successors in office, a corporation sole I hereby certify that on this day, before me, an officer duly authorized to administer oaths and take acknowledgements, personally appeared The Most Reverend Thomas Wenski, as Archbishop of the Archdiocese of Miami, his successors in office, a corporation sole, known to me to be the person described in and who executed the forgoing instrument, who acknowledged before me that he executed the forgoing instrument, who acknowledged before me that he executed the same, and an oath was not taken. ✓ Said person is personally known to me — Said person provided the following type of identification: Witness my hand and official seal in the County and State last aforesaid this 8 day of March, A.D., 2017. - - _ _ My Commission Expires: -ILdo""r,,NO""PWk Sw� d nam. Mwe ftow Rouen Mr comft*n FF 188146 Vat/ Ex ns07iWA1e 2019 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT DOCUMENT# N99000001604 Entity Name: ARCHDIOCESE OF MIAMI, INC. Current Principal Place of Business: 9401 BISCAYNE BOULEVARD MIAMI SHORES, FL 33138 Current Mailing Address: 9401 BISCAYNE BOULEVARD MIAMI SHORES, FL 33138 FILED Jan 26, 2019 Secretary of State 025418989OCC FEI Number: 65-0909504 Certificate of Status Desired: No Name and Address of Current Registered Agent: FITZGERALD, J. PATRICK ESQ. 110 MERRICK WAY SUITE 3-B CORAL GABLES, FL 33134 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : Title PD Name WENSKI, THOMAS GERARD Address 9401 BISCAYNE BOULEVARD City -State -Zip: MIAMI SHORES FL 33138 Title T Name CATANIA, JOSEPH A Address 9401 BISCAYNE BOULEVARD City -State -Zip: MIAMI SHORES FL 33138 Title AT Name CASCIATO, MICHAEL A Address 9401 BISCAYNE BOULEVARD City -State -Zip: MIAMI SHORES FL 33138 Title VPD Name WORLEY, ELIZABETH SISTER Address 9401 BISCAYNE BOULEVARD City -State -Zip: MIAMI SHORES FL 33138 Title SD Name JEANTY, CHANEL REV Address 9401 BISCAYNE BOULEVARD City -State -Zip: MIAMI SHORES FL 33138 Title AS Name FITZGERALD, J. PATRICK ESQ. Address 110 MERRICK WAY, SUITE 3-B City -State -Zip: CORAL GABLES FL 33138 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: SISTER ELIZABETH A. WORLEY VPD 01/26/2019 Electronic Signature of Signing Officer/Director Detail Date �. Section A/B MIMI®D�ADE "Delivering Excellence Every Day" Miami -Dade County HVHZ E / , r� \,- Q % Mtro ��-Roof;Perm qPp �'�it For Rol /'r7o ?,�,v��✓G pEa7 �"gy Section A (General Information), pq Master Permit No: Process No:�`�! 1, TO/S co'n 1PLw Or Contractor's Name: Isaacs Roofing ` '^ �n r {NCF �J, 4 H I` L Job Address: 415 NE 105 St. R ' ` ^ ^ 0 � t � NL Roof Category -�q�/"•'� ✓❑ Low Slope ❑ Mechanically Fastened Tile✓❑ Mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes .. . . 0000 0000.. ❑ Sprayed Polyurethane Foam ❑ Other: _• ...060 .. 0006.9 Roof Type 0000.0 6 . • 0000.. 0000 0000 . 6 ❑✓ New Roof ❑✓ Re -Roofing ❑ Recovering 1:1 Repair ElMainten9pCe. 4, 4, 0000 • 00000 ... ..4, : 00 Are there Gas Vent Stacks located on the roof? ❑ Yes ❑ No If yes, what typ;; 6 � Nattfigk 4,Q LPGX ..: • . Roof System Information 0 • . 0 0 0 .. 6 . z 2800 z 10000 z •128(10 :1 "" Low slope roof area (ft.) Steep Sloped area (ft.) Total (ft.)• 0000.. Section B (Roof Plan) 00 0 0 0 0 • 000. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): 5' Corner Size (a' x a'): 147' Section C MIAMIiMiami-Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: GAF Product Approval (NOA): 16730x20 System Type: 5-316 Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: 2.8 psf (P2) Perimeters: 71.7 psf (P3) Comers: psf Maximum Design Pressure From NOA: 52.5 psf Roof Slope: 1/4" " : 12 Roof Mean Height: ft. Parapet Walls: ❑ No Yes Parapet wall Height: 0'4' _ _ ft. Deck Type: -20 Gauge Steel Support -- Support Spacing: " o/c Alternate Deck Type: Existing Roof: Fire Barrier: n/a Vapor Barrier: n/a Anchor Sheet: n/a Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: 1.5" Min Insulation Base Layer Fastener / Bonding Material: HD plates & screws Insulation Top Layer Size & Thickness: n/a Insulation Top Layer Fastener / Bonding Material: n/a Base Sheet(s) & No. of Ply(s): n/a Base Sheet Fastener / Bonding Material: n/a Ply Sheet(s) & No. of Ply(s): n/a Ply Sheet Fastener / Bonding Material: n/a Top Ply: 1060 GAF TPO (white) Top Ply Fastening / Bonding Material: HD plates and screws Surfacing: n/a SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: iGAF _ _ 1 Single Ply Sheet Width: 120" " 1/2 Sheet Width: No. of Single Ply 1/2 sheets: 1 • • ' 0' Single Ply Membrane Fastening / Bonding Material: • • • . 060 GAF TPO (white)/bonding adhesiv"4 " ❑ FASTENER SPACING FOR BASE$ACC7.ATTACrMLTff. ❑ SINGLE PLY MEMBRANE ATTACVI*ll€rl 1. Field: -o/c @Laps & F7rows " ./c... •• 2. Perimeter: " o/c @ Laps & 1 � rows 60 : A(: . 3. Comer: " o/c @ Laps & 0 Fdbvs F07 -.o/i; • • NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: ❑ 2. Perimeter: F7 3. Corner: F7 Insulation Fastener Type r 7_71 WOOD NAILER TYPE AND SIZE: Wood Nailer Fastener Type and Spacing: 1 7771 EDGE & COPING METAL SIZES: Edge Metal Material: -Galvanized Metal-- . _ Edge Size: -3" face 26 ga.-- Hook Strip Size: 1 --SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: Coping Material: I --SELECT PARAPET WALL COPING MATERIAL— Coping Size: I --SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: I --SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: Section C2 MIAMI - Miami -Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: .IN Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 15 HVHZ, FBC. 4" Drains and Overflows @ 2" min and 4" max above to point Tvpical tuceo stop . oc . Parapet Wall Height .. • • • . Mean Roof Height 10' ft. Tile Roof System MIAMNDI M Miami -Dade County Building & Neighborhood Compliance Department EMHVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I SantaFe Notice of Acceptance Number (NOA): 1 18-0604.04 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 39.1 P 2: 68.1 P 3: 100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 63.8 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text boy Deck Type: --5/8" PlyWdgd ": . • . . • Roof Slope: "/12" Roof Mean Height: 10 ft. Method of Tile Attachment: --Adhesive, Medium Paddy Polyfoam Polypro-- Alternate Method of Tile Attachment per NOA: n/a 777 Drip Edge Size & Gauge: --3" face 24 ga. _ I Drip Edge Material Type: I --Galvinized Metal -- Optional Insulation: • ..... n/a .... .... ..... Optional Nailable Substr;ye� • • e e • ...... Optional Nailable Substrate Attachment-. • • • n/a Basesheet Type: 30# Fastener Type for Basesheet Attachment: 1_11/4" Ring shank nail & Tin caps Tile Underlayment (Cap Sheet ) Type: Polyglass TU Plus Tile Underlayment Attachment Method: Self adhered Drip Edge Fastener Type: 11 1/4" Ring shank nail Tile Profile: SantaFe "S" Hook Strip/Cleat gauge or weight: I --n/a- Section E �®MMiami-Dade County Building & Neighborhood Compliance Department ' HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: 39.1 X X.297 = 11.61 _ Mg: 5.69 = Mr1: 5.92 < 63.8 NOA Mf P 2: 68.1 X X.297 = 20.22 _ Mg: 5.69 = Mr2: 14.53 < 63.8 NOA Mf _ M P 3: X Mg: - OJNOAIN 0000 100.7. X.297 = 29.91 5.69 = Mr3: 24.22 � 63.8 • •.•• 0000•• • 6 • Method 3 "Uplift Based Tile Calculations Per RAS 127" • • •; • • • • too*:* 000000 0 0 0 .0600• Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are gre4r.* pA or egtf �I i �t� t Fr values,�or :ac rea of the roof, then the file attachment method is acceptable. Design Pressure P1 or P2 or P3 Table 1 S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer bft@d on ASCE 7. •9.0f 0 00 •f••• P1: x xw:�= -W:©=® 9 Job Site xCos 9:F7=Fr1:; • • • • • 00 •• 6000 000000 • • <_1 INOAF' 009•:0 P2: xl: Restoring Moment due to Gravity =�xw:�=®-W:O=� cduct Approval (NOA) Attachment Resistance Mf xcos0: �=Fr2: '—. ••• • • • • 0000• •• <_ • OAF' • •• •N P3:xl:O= xw: = -W:�=� F' Product Approval A) - xcos 0:�- Fr3: 0000 <_ NOA F' Calculated Average Tile Weight to Obtain Information to complete tile calculations Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 S 127, or by an engineer analysis prepared, signed and sealed by a professional engineer bft@d on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg cduct Approval (NOA) Attachment Resistance Mf Produ pproval (NOA) Required Moment Resistance Mr Calcu ed Minimum Attachment Resistance F' Product Approval A) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length W =width Product Approval (NOA) F.I.E. FLORIDA INTERNATIONAL ENGINEERING WSIG ANNOVATidMNTEGUMN General Information: Florida International Engineering, Inc. 6175 NW 167 St., Bay G-20, Miami, FL Telephone: (305) 378 -1991 -Fax: (305) 378-1997 Miami -Dade tab Certification # 07-0612.11 State of Florida ca #27273 TESTING APPLICATION STANDARD / TAS 105 FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT Job Name: St. Rose of Lima School Job Address: 415 NE 105 Street, Miami Shores, FL Contact individual: Alain G. Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 or TAS 105 Appendix "A". Testing Agency Name: Florida International Engineering, Inc. .... Address: 6175 NW 167 St., Bay G-20, Miami, FL 33015 .' . • " • • • • • • • Telephone: (305) 378-1991 • ...... .. ...... Fax: (305) 378-1997 • • • • • • • .... .... Representative Name: VMB Venkatesan, P.E. • . . .... .... ..... FL Registration No.: 63107 • • • • • • • • ..... Title: Project Director .. .. .... ...... �. Signature: VHA v 494w . . . .... % ...... 6,2-,2®t4 • ' ' Test Apparatus (General Description): A tensile loading device capable of measuring a static load (Com -Ten -Force) Page 1 TAS 105 BUILDING ROOF SYSTEM INFORMATION: Roof Area #1: Deck Type: Corrugated STL Height: 10 ft. Length: 150 ft. Second largest dimension: 30 ft. Total roof area: 2,800 ft2 (28 Sqs.) Perimeter width: 3 ft. TEST INFORMATION: Number of Tests: 13 tests Page 2 .... ...... .... ...... FIELD WITHDRAWAL RESISTANCE RECORDING SHEET Area No. 1 Fastener Type: XHD #12 Screw (Refer to deck dimensions referenced on page 2) Fastener Manufacturer: GAF Component to be secured: 1.5" min. ISO ( )Yes (X)No If Yes: Drill Bit Size: N/A Hole Depth: N/A SAMPLE SAMPLE INITIAL PLAN IDENTIFIER FAILURE LOAD FIELD PERIMETER CORNER 1 1 410...................................................................X 2 2 390 ............................................X 3 3 390 ............................................X 4 4 430 ............................................X 5 5 415 ........................................... X 6 6 400 ............................................X 7 7 6... 370.........................................................i ....�....X 6666 8 8 355 ............................................X . . 9 9 666.. .. 380........................................................::.6:....X . 10 10 425 .......................X 6666 6666 it 11 400 6666 6666 .......................X . 12 12 410 .......................X . 6666.. 13 13 465 .......................X . . ..6096 Note: Test samples did not reach maximum withdrawal in order to preserves deck's integy Statistical Analysis: Mean Failure Load: 403.0 Ibf Sample Standard Deviation: 28.2 Minimum Characteristic Resistance Force (MCRF): 386.0 Ibf • 6666.. 6666.. 6666. 6666. 6666.. 6666.. 6666.. F.I.E. FLORIDA INTERNATIONAL ENGINEERING INSIG f41N0VATM- NMRAT0N Florida International Engineering, Inc. 6175 NW 167 St., Bay G-20, Miami, FL 33015 Telephone: (305) 378 -1991 -Fax: (305) 378-1997 Miami -Dade Lob Certification # 07 -0612.11 -State of Florida ca #27273 ROOF WIND LOAD & FASTENER SPACING CALCULATIONS PER ASCE 7 & (2017) FBC, SIXTH EDITION *Given Data: Job address: 415 NE 105"' Street, Miami Shores, FL Deck type: 20 Gauge STL Slope: Low slope (1/8":12") Roof Height: 10 Ft Manufacturer: GAF FL16730R20 (S-316); MDP: -52.5 psf; General Limitation #7 applies. II. Design Criteria: Exposure: Wind velocity (V): Topographic Factor (Kt): Risk Factor: Directionality factor (Ka): Exposure Factor (Q: Allowable Stress Design (ASD): Internal Pressure Coefficient (GCp): Tributary Area: Ill. Velocity Pressure (Qz): q:= 0.00256 (Kn) (Kd) (KZ) (V2) (ASD -0.6) q:= -33.99, say 34 psf C 175 mph 1.0 11 0.85 (Rigid Structure -Use Gust 1) 0.�8/5� 0.60 0006 +/-0.18 . . •666.0 Use 10 Square Ft.-AH2orles' • 0000•• • 0000 0000 • •66• •••• 00000: . •• •• •• 666. IV. Perimeter Area (A): • • Y • • • 0.1 X minimum width or 0.4 X height, but not less than three feet or 0.04 Xinir ionum wiclIC • (If a parapet of 3 feet or higher is provided then Zone 3 shall be considered aseZorre 2). ; • • • • 6666 V. Design Pressure (P) for Roof System: P=q:(GCp ± GCpj Pl (Field) = 34 (-1.0 +/-0.18) = -40.1 psf < -52.5 psf-- GOOD P2 (Perimeter) = 34 (-1.8 +/-0.18) = -67.3 psf > -52.5 psf-- Increase fastener density P3 (Corners) = 34 (-2.8 +/-0.18) = -101.3 psf > -52.5 psf-- Increase fastener density VI. Minimum Characteristic Resistance Force (from "in-situ" testing): -386.0 > 1.1.3 psf-- GOOD Page 1 of 2 0000.. 0000.. 0000. 0000.. 0000.. 0000.. System Being Rated & Enhanced Fastener Densities: Minimum Characteristic Resistance Force (MCRF): -386.0 psf Margin of Safety: 2:1= 386 / 2= -193 psf. System Being Rated: 5-316 Manufacturer: GAF NOA No.: FL16730 R20 Maximum Design Pressure (MDP): -52.5 psf N/A. Use MCRF -193.0 psf Fastener Value: MCRF (w/margin of safety) _ -193.0 psf > -101.3 psf (Corner pressure)= GOOD Field, Perimeter, and Corner Fastener Density, per FL16730 R20: Insulation: Min. 1.5 x 4' x 4' ISO panel -preliminarily attached. 6"oc @114" (net width) within 6" side lap Conclusion: In accordance with the design criteria for wind criteria specified in ASCE 7 and the (2017) Sixth Edition of the Florida Building Code, the use of the proposed Roof System is acceptable for this Application with the following conditions: Installation shall follow all 2017 FBC and GAF FL16730 R20 written installation instructions and requirements. Install approved 060 TPO adhered Single Ply base over preliminarily attached 1.5" min ISO insulation as follows: Use #12 XHD screws and plates of sufficient length to penetrate thru STL deck a min. of Field, Perimeter, & Corner: 6"oc within the 6" side laps w/1-1/2" heat welds. Half sheets of 60" may be used in -lieu of 120". VH VMB Venkatesan, P.E. 6. 2 ,9_At)9 Florida,ftegistration No.: 63107 Page 2 of 2 Enhanced Fasteners for Perimeter & Corner (Based on RAS 111/117/137): • • • • • • ...... .. Width of sheet: 120 inches, (Half sheets- 60 inches). 0**:** • Net Width of sheet: 120-6=114/12= 9.5 Length to make 100 SF.: 100 / 9.5=10.5 • • • • Number of Rows: 1 Fastener Spacing: 6 inches • • • • • • • Number of Fasteners per Row: 12/6 x 10.5= 21 ' *Fastener Value (Fy):193.0 psf • • Fastener Value derived from "in-situ" test results (MCRF) shall be used to provide long-term integrity of STL deck. Conclusion: In accordance with the design criteria for wind criteria specified in ASCE 7 and the (2017) Sixth Edition of the Florida Building Code, the use of the proposed Roof System is acceptable for this Application with the following conditions: Installation shall follow all 2017 FBC and GAF FL16730 R20 written installation instructions and requirements. Install approved 060 TPO adhered Single Ply base over preliminarily attached 1.5" min ISO insulation as follows: Use #12 XHD screws and plates of sufficient length to penetrate thru STL deck a min. of Field, Perimeter, & Corner: 6"oc within the 6" side laps w/1-1/2" heat welds. Half sheets of 60" may be used in -lieu of 120". VH VMB Venkatesan, P.E. 6. 2 ,9_At)9 Florida,ftegistration No.: 63107 Page 2 of 2 loric!a P,.iilding Code Online Florida Building Code Online Florida Building Code Online BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I SCIS Ste Map I Links i Search L Product Approval d:b"Pr yM.�. USER: Public User Lc+m Product Approval Menu > Product or Application Search > Application List > Application Detag FL # FL16730-R20 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parisppany, NJ 07054 • • 0000 •••••• (800)766-3411 ' ' ' • mstieh@gaf.com • • • •••••• •• •••••• Authorized Signature • Robert Nieminen •••• •••• • • Ireith@nemoetc.com • • • • •••• •••• ••••• •••••• • •• ••••• Technical Representative William Broussard • • •• •• • • • •••• •••••• Address/Phone/Email 1 Campus Drive ' ' Parsippany, NJ 07054 ;: : • • (800)766-3411 • ' • ' TechnicalQuestionsGAF@gaf.com • • • • • Quality Assurance Representative • • • • Address/Phone/Email Category Roofing Subcategory Single Ply Roof Systems Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/17/2021 Validated By John W. Knezevich, PE 7 Validation Checklist - Hardcopy Received Certificate of Independence FL16730 R20 COI 2019 01 COI NIEMINEN.odf Referenced Standard and Year (of Standard) Standard Year TAS 114 2011 TAS 131 1995 Equivalence of Product Standards Certified By Sections from the Code I of 2 1 of 2 1 of 2 Florida BliIilding Code Online Florida Building Code Online Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 02/19/2019 02/19/2019 03/02/2019 04/16/2019 04/17/2019 Summary of Products FL * Model, Number or Name Description 16730.1 EverGuard TPO Single Ply Roof Thermoplastic polyolefiin single ply roof systems Systems Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16730 R20 II 2019 02 FINAL Al ER GAF EG TPO HVHZ FL16730-R20.odf Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -502.5 Created by Independent Third Party: Yes go*. Other: 1.) The design pressure herein pertains to one Evaluation Reports • • system. Refer to ER Appendix for all systems and maximum FL16730 R20 AE 2019 0: FIMLER GAF W • design pressures. 2.) Refer to ER Section 5 for Limits of Use. TPO HVHZ FL16730-R20.odN • • 000 • Created by Independent Thjrd?alty: Yes • •. • • M CM •••• •••• ••••• •••••• • •• ••••• • •• •••• •••••• Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1124 • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslblity Otat•ment :: Refund Statement • • • • • •••••• Under Florida law, email addresses are public records. If you do not want your a -mal address released in response to a p blit-recpprds request"'AMI& electro4ic • mal to this entity. Instead, contact the office by phone or by traditional mai. If you have any questions, please con t 85ti 1.1395. *0ursuant to Section • • • • • • 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the De ent With an emill adds if they hate • one. The emaits provided may be used for official communication with the licensee. However emai addresses are public record. If you do not wlish to supply a personal address, please provide the Department with an emal address which can be made available to the pubis. To determine H you are a licensee und•rClka►ter 455, F.S., please click here-. Product Approval Accepts: 0 ® ® IiC1iKk M Credit Card Safe 2 of 2 2 of 2 2 of 2 NEMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 to Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY GAF 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 Evaluation Report 01506.12.13-1-R21 FL16730-1120 Date of Issuance: 12/17/2013 Revision 21: 02/18/2019 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Rob q Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has beeAsavaivated forsees compliance with the 611 Edition (2017) Florida Building Code, High Velocity Hurricane Zehe (HVHZ)-AxJioVs noted •• herein. ••••+• •• •••••• DESCRIPTION: EverGuard® TPO Single -Ply Roof Membrane Systems .... .... LABELING: Labeling shall be in accordance with the requirements of the Accredited QualityAs surancj Agpcy notgJ:..0 herein. • • .. .. .... ...... CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named prod u f4A<+*nges, the -referenced •, Quality Assurance documentation changes, or provisions of the Code that relate to the product Aange;e;�(%tancebf•••• this Evaluation Report by the named client constitutes agreement to notify Robert Niemin$n, P•E.of anVl'changes to toe...: product(s), the Quality Assurance or the production facility location(s). NEMO I etc. requiresa completes v ew of this • Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO Ietc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6, plus an 97 -page Appendix. Prepared by: -� Robert J.M. Nieminen P.E. Nieminen, ♦, ,tier The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCA ANE1983 % �4WO, Nieminen, P.E. on 02/18/2019. This does not serve as an 9 taua� electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEW ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ONEMOletc. ROOFING SYSTEMS EVALUATION: Product Category: Roofing Sub -Category: Single Ply Roof Systems Compliance Statement: EverGuard® TPO Single -Ply Roof Membrane Systems, as produced by GAF, have demonstrated compliance with the following sections of the 6`h Edition (2017) Florida Buildin6 Code, HVHZ through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section TAS 110 TAS 110 Kntiy Exam ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (7574671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRO (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC(TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ACRC (TST4671) TAS 114 ATI(TST1558) TAS 114 ATI(TST1558) TAS 114 ATI(TST1558) TAS 114 NEMO ETC, LLC FM 4474 Certificate of Authorization 1132455 Property Standard Wind, Impact TAS 114 Physical Properties TAS 131 Reference Date taiitf Exam 06-035 10/18/2006 FM App(TST1867) FM 4474 07-005 01/17/2007 FM App(TST1867) FM 4474 07-024 03/01/2007 FM App(TST1867) FM 4474 07-016 04/19/2007 FM App(TST1867) FM 4474 07-017 04/19/2007 FM App(TST1867) FM 4474 07-025 05/02/2007 FM App(TST1867) FM 4474 07-026 05/03/2007 FM App(TST1867) FM 4474 07-027 05/04/2007 FM App(TST1867) FM 4474 07-042 08/31/2007 FM App(TST1867) FM 4474 07-043 09/05/2007 FM App(TST1867) FM 4474 07-045 09/06/2007 FM App(TST1867) FM 4474 07-046 09/06/2007 FM App(TST1867) FM 4474 07-048 09/07/2007 FM App(TST1867) FM 4474 07-049 09/10/2007 FM App(TST1867) FM 4474 07-080 01/03/2008 FM App(TST1867) FM 4474 08-022 04/17/2008 FM App(TST1867) FM 4474 08-030 04/05/2008 FM App(TST1867) FM 4474 08-023 04/17/2008 FM App(TST1867) FM 4474 08-033 04/19/2008 FM App(TST1867) FM 4474 08-032 04/19/2008 FM App(TST1867) FM 4474 11-004 03/21/2011 FM App(TST1867) FM 4474 11-011 03/24/2011 FM App(TST1867) FM 4474 11-012 04/06/2011 FM App(TST1867) FM 4474 11-013 04/06/2011 FM App(TST1867) FM 4474 11-019 04/08/2011 FM App(TST1867) FM 4474 11-020 04/08/2011 FM App(TST1867) FM 4474 11-021 04/11/2011 FM App(TST1867) FM 4474 11-040 08/05/2011 FM App(TST1867) FM 4474 11-041 08/05/2011 FM App(TST1867) FM 4470 11-056 09/30/2011 FM App(TST1867) FM 4474 12-008 04/10/2012 FM App(TST1867) FM 4474 12-012 04/23/2012 FM App(TST1867) FM 4474 12-013 04/23/2012 FM App(TST1867) FM 4474 12-014 04/23/2012 FM App(TST1867) FM 4474 12-016 04/24/2012 FM App(TST1867) FM 4474 12-019 04/25/2012 FM App(TST1867) FM 4474 12-024 05/09/2012 FM App(TST1867) FM 4474 12-025 05/09/2012 FM App(TST1867) FM 4474 12-029 05/23/2012 FM App (TST1867) FM 4474 12-030 05/23/2012 FM App(TST1867) FM 4474 11-042-R1 01/27/2012 FM App(TST1867) FM 4474 12-033 08/10/2012 FM App(TST1867) FM 4474 12-036 08/13/2012 FM App(TST1867) FM 4474 12-018-R1 01/30/2013 IRT(TST7408) TAS114 08-022-R1 01/15/2015 IRT(TST7408) TAS 114 31-056-112 01/23/2015 IRT(TST7408) TAS 114 16-002 03/04/2016 IRT(TST7408) TAS 114 H-3320.01-109-44 08/10/2017 PRI (TST5878) Physicals H-3314.01-109-44 08/14/2017 PRI(TST5878) FM 4474 H-3315.01-109-44 08/14/2017 PRI(TST5878) FM 4474 6'" EDITION (2017) FBC HVHZ EVALUATION GAF EverGuard TPO Single Ply Roof Systems Year 2011 1995 Reference - dote 7 5- 7 04Pi/16/2jP14 797-09892-267 10/90 14 79*1-*16J: f-2%3 12/17 /2014 7WgM9267 12/!9/2014 79761WJQr267 402A/Q5f2015 79r-10211-267 0 All A15 797-18211267 02/05/2015 79/1RR2EIllg • ov 3N15 • RW601" "GV2015 RagJ11 04/47/2015 3 Sy •0 04/15/2015 30%7636 - LMR � RW4:j15 M2029139 • 11/19/2015 3ai15gP 01/442016 3055167 9 02V10/2i16 RR204005 W372016 RR205159 05/05/2016 RR205192 05/09/2016 RR205233 06/15/2016 RR205946 07/21/2016 RR205474 08/31/2016 RR206198 09/01/2016 RR206353 09/07/2016 RR206620 09/12/2016 RR206351 10/21/2016 3055491 12/05/2016 3058483 12/09/2016 3056728 LTR 12/23/2016 3056822 LTR 01/04/2017 RR208456 02/13/2017 3061218 05/10/2017 3061218 LTR 05/16/2017 RR209927 06/23/2017 RR210305 07/13/2017 RR212730 04/05/2018 PR449797 04/24/2018 RR213333 04/25/2018 3056933 07/19/2018 3061784 07/25/2018 RR215107-267 09/27/2018 3055904 10/25/2018 RR215191-267 11/07/2018 RR215193-267 11/08/2018 02-008 01/18/2002 03-0728 02/17/2004 04-012 02/18/2004 04-019 04/26/2004 GAF -373-02-01 10/15/2012 GAF -043-02-03 09/16/2013 GAF -043-02-04 09/16/2013 Evaluation Report 01506.12.13-1-R21 FL16730-R2C Revision 21: 02/18/2015 Page 2 of E 0.000. • • • 0000•• 0000•• 0000• 0000• 00.000 • 6 6 6696•• • •0000• NNEMOjetc. iaiLtf Exam Reference Date iaiiv Exam Reference Date ATI (TST3558) TAS 114 H-3317.01-37-44 08/14/2017 PRI (TST5878) Physicals GAF -421-02-01 10/22/2013 ATI (TST1558) TAS 114 H-3318.01-109.44 08/14/2017 PRI (TST5878) Physicals GAF -422-02-01 10/22/2013 ATI(T5T1558) TAS 114 H-0730.01-109-44 08/16/2017 PRI (TST5878) Physicals GAF -424-02-01 11/11/2013 ERD (TST6049) TA5 114 SC8580.11.15-4 11/09/2015 PRI (TST5878) Physicals GAF -425-02-01 11/11/2013 ERD (TST6049) FM 4474 SC8580.11.15-2 11/18/2015 PRI (TST5878) Physicals GAF -462-02-02 11/18/2013 ERD (TST6049) Criticality SC16505.17 09/22/2017 PRI (TST5878) FM 4474 GAF -457-02-02 01/20/2014 ERD(TST6049) FM 4474 SC16825.12.17-1 12/31/2017 PRI (TST5878) FM 4474 GAF -457-02-04 01/24/2014 ERD (TST6049) FM 4474 5C16825.12.17 -3B 12/31/2017 PRI (TST5878) FM 4474 GAF -457-02-06 01/24/2014 F -TEC (TST7393) TAS 114 08-050183 06/26/2008 PRI (TST5878) FM 4474 GAF -457-02-07 01/24/2014 F -TEC (TST7393) TAS 114 08-050184 06/26/2008 PRI (TST5878) FM 4474 GAF -457-02-08 01/24/2014 F -TEC (TST7393) TAS 114 08-070133 08/04/2008 PRI (TST5878) Physicals GAF -423-02-01 01/27/2014 F -TEC (TST7393) TAS 114 08-050185 10/14/2008 PRI (TST5878) Physicals GAF -426-02-01 01/27/2014 F-TEC(TST7393) TAS 114 08-072805 02/16/2009 PRI (TST5878) Rupture GAF -435-02-01 01/29/2014 FM App (TST1867) FM 4470 3003617 12/20/1999 PRI (TST5878) FM 4474 GAF -435-02-07 01/29/2014 FM App (TST1867) FM 4470 3009026 06/18/2002 PRI (TST5878) FM 4474 GAF -435-02-08 01/29/2014 FM App (TST1867) FM 4470 3013861 03/28/2003 PRI (TST5878) FM 4474 GAF -435-02-09 01/29/2014 FM App (TST1867) FM 4470 3014692 08/05/2003 PRI (TST5878) FM 4474 GAF -435-02-10 01/29/2014 FM App (TST1867) FM 4470 3014955 01/22/2004 PRI(TSTS878) FM 4474 GAF -435-02-11 01/29/2014 FM App (TST1867) FM 4470 3012721 02/11/2004 PRI (TST5878) FM 4474 GAF -506-02-06 03/06/2014 FM App (TST1867) FM 4470 3015029 02/19/2004 PRI (TST5878) FM 4474 GAF -506-02-08 03/06/2014 FM App (TST1867) FM 4470 3015578 03/12/2004 PRI (TST5878) FM 4474 GAF -506-02-10 03/06/2014 FM App (TST1867) FM 4470 3020588 03/24/2004 PRI (TST5878) FM 4474 GAF -510-02-02 04/08/2014 FM App (TST1867) FM 4470 3019881 03/20/2004 PRI (TST5878) FM 4474 GAF -510-02-04 j1V"2014 FM App (TST1867) FM 4470 3016068 04/02/2004 PRI (TST5878) FM 4474 GAF -510-02-05 • 04/08/2014 FM App (TST1867) FM 4470 3013861 05/21/2004 PRI (TST5878) FM 4474 G JF-511-MjP2 V/6872014 FM App (7571867) FM 4470 3105578 05/12/2004 PRI (TST5878) FM 4474 GAF"6-0241 • "14/2014 FM App (TST1867) FM 4470 3014955 01/28/2005 PRI (TST5878) FM 4474 GA*F;g6g0jj}2 04/f44414 FM App(TST1867) FM 4470 3022136 03/17/2005 PRI (TST5878) FM 4474 GAF -50E 02-13 04/14/2014 FM App (TST1867) FM 4470 3020681 09/01/2005 PRI (TST5878) FM 4474 GA4FS86•-dt*14 04/4/2014 FM App (TST1867) FM 4470 3024051 03/28/2006 PRI (TST5878) FM 4474 GAFb66*011-01 00212P2014 FM App (7571867) FM 4470 797-02093-267 04/26/2006 PRI (TST5878) FM 4474 G4 -514"-t1 • QS Ws 2&4 FM App (TST1867) FM 4470 3023458 07/18/2006 PRI (TST5878) FM 4474 GAF -514-02-03 05/12/♦♦2014 FM App (TST1867) FM 4470 3028039 09/11/2006 PRI (TST5878) FM 4474 GAMtObl- 4 OU11 2@14 FM App (TST1867) FM 4470 3027159 10/03/2006 PRI (TST5878) FM 4474 GFF414O1-05 "11r2014 FM App (TST1867) FM 4470 3026149 02/05/2007 PRI (TST5878) FM 4474 Gq 5yl&pj-Q7 05/1•Z/2014 FM App (TST1867) FM 4470 3026964 07/25/2007 PRI (TST5878) FM 4474 GAi-51402-e8 05/12/ 014 FM App (TST1867) FM 4470 3028857 11/02/2007 PRI (TST5878) FM 4474 GAT -516-02-81 �06i]a 614 FM App (TST1867) FM 4470 3030199 11/05/2007 PRI (TST5878) FM 4474 GAN -516 -OM3 005/13/2014 FM App (TST1867) FM 4470 3030813 11/05/2007 PRI (TST5878) FM 4474 GAS -J4502-42 006/06,62014 FM App (7571867) FM 4470 3031262 11/30/2007 PRI (TST5878) FM 4474 GAF -525-02-02 •T;6 /J&14 FM App (TST1867) FM 4470 3030292 02/25/2008 PRI (TST5878) FM 4474 GAF -525-02-03 06//23/2014 FM App (TST1867) FM 4470 797-0382S-267 07/21/2008 PRI (TST5878) FM 4474 GAF -462-02-09 07/01/2014 FM App (TST1867) FM 4470 3033314 08/26/2008 PRI (TST5878) FM 4474 GAF -462-02-30 07/01/2014 FM App (7571867) FM 4470 3034749 10/16/2008 PRI (TST5878) FM 4474 GAF -462-02-11 07/01/2014 FM App (TST1867) FM 4470 3032856 11/24/2008 PRI (TST5878) FM 4474 GAF -524-02-02 07/01/2014 FM App (TST1867) FM 4470 3033135 11/24/2008 PRI (TST5878) FM 4474 GAF -524-02-03 07/01/2014 FM App (TST1867) FM 4470 3033862 12/24/2008 PRI(TST5878) FM 4474 GAF -524-02-05 07/01/2014 FM App (TST1867) FM 4470 3034394 02/27/2009 PRI (TST5878) FM 4474 GAF -540-02-02 08/06/2014 FM App (TST1867) FM 4470 3033121 04/13/2009 PRI (TST5878) FM 4474 GAF -540-02-03 08/06/2014 FM App (TST1867) FM 4470 3035300 05/06/2009 PRI (TST5878) FM 4474 GAF -540-02-04 08/06/2014 FM App (TST1867) FM 4470 3036614 06/09/2009 PRI (TST5878) FM 4474 GAF -538-02-02 08/13/2014 FM App (TST1867) FM 4470 3034310 06/15/2009 PRI (TST5878) FM 4474 GAF -538-02-03 08/13/2014 FM App (TST1867) FM 4470 3036141 08/10/2009 PRI(TSTS878) FM 4474 GAF -532-02-01 08/22/2014 FM App (TST1867) FM 4470 3037820 04/30/2010 PRI (TST5878) FM 4474 GAF -524-02-05 08/27/2014 FM App (TST1867) FM 4470 797-059797-267 08/18/2010 PRI (TST5878) FM 4474 GAF -549-02-01 08/08/2014 FM App(TST1867) FM 4470 3038215 09/02/2010 PRI (TST5878) FM 4474 GAF -538-02-04 09/02/2014 FM App (TST1867) FM 4470 797-05901-267 10/01/2010 PRI (TST5878) FM 4474 GAF -559-02-11 10/16/2014 FM App (TST1867) FM 4470 797-06003-267 11/11/2010 PRI (TST5878) FM 4474 GAF -559-02-12 10/16/2014 FM App (TST1867) FM 4470 3038318 12/10/2010 PRI (TST5878) FM 4474 GAF -559-02-13 10/16/2014 FM App (TST1867) FM 4470 797-06178-267 02/07/2011 PRI (TST5878) FM 4474 GAF -559-02-14 10/16/2014 FM App (TST1867) FM 4470 3040234 02/23/2011 PRI (TST5878) FM 4474 GAF -559-02-15 10/16/2014 FM App (TST1867) FM 4470 3040377 03/08/2011 PRI (TST5878) FM 4474 GAF -559-02-16 10/16/2014 FM App (TST1867) FM 4470 3041685 03/24/2011 PRI (TST5878) FM 4474 GAF -559-02-18 10/16/2014 FM App (TST1867) FM 4470 797-06254-267 03/24/2011 PRI (TST5878) FM 4474 GAF -538 -02 -OS 12/03/2014 FM App (TST1867) FM 4470 3041535 06/08/2011 PRI (TST5878) Physicals GAF -584-02-01 12/07/2015 FM App (TST1867) FM 4470 797-06537-267 06/13/2011 PRI (TST5878) Physicals GAF -585-02-01 12/07/2015 FM App (TST1867) FM 4470 797-06538-267 06/13/2011 PRI (TST5878) Physicals GAF -586-02-01 12/07/2015 FM App (TST1867) FM 4470 3041746 08/17/2011 PRI (TST5878) FM 4474 GAF -453-02-05 05/06/2016 FM App (TST1867) FM 4470 797-06894-267 11/02/2011 PRI (TST5878) FM 4474 GAF -453-02-09 05/06/2016 FM App (TST1867) FM 4470 3038278 11/18/2011 PRI (TST5878) Physicals GAF -653-02-01 10/20/2016 FM App (TST1867) FM 4470 3042905 01/10/2012 PRI(TST5878) FM 4474 GAF -653-02-04 10/20/2016 NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization 1132455 6'" EDITION (2017) FBC HVHZ EVALUATION FL16730-1120 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 3 of 6 iaiitlf Exam Reference Date FM App (TST1867) FM 4470 797-07041-267 02/27/2012 FM App (TST1867) FM 4470 797-07183-267 03/01/2012 FM App (TST1867) FM 4470 3044506 03/28/2012 FM App (TST1867) FM 4470 797-07331-267 04/13/2012 FM App (TST1867) FM 4470 3044862 05/11/2012 FM App (TST1867) FM 4470 797-07455-267 05/31/2012 FM App (TST1867) FM 4470 797-07474-267 06/11/2012 FM App (TST1867) FM 4470 797-07476-267 06/21/2012 FM App (TST1867) FM 4470 3045789 07/12/2012 FM App (TST1867) FM 4470 3045863 08/16/2012 FM App (TST1867) FM 4470 3041749 08/23/2012 FM App (TST1867) FM 4470 3046328 09/13/2012 FM App (TST1867) FM 4470 3041769 09/27/2012 FM App (TST1867) FM 4470 797-07744-267 10/17/2012 FM App (TST1867) FM 4470 797-07885-267 11/21/2012 FM App (TST1867) FM 4470 3046054 12/21/2012 FM App (TST1867) FM 4470 797-08216-267 04/11/2013 FM App (TST1867) FM 4470 3048122 04/29/2013 FM App (TST1867) FM 4470 797-08217-267 05/01/2013 FM App (TST1867) FM 4470 797-08264-267 05/23/2013 FM App (TST1867) FM 4470 3047237 07/15/2013 FM App (TST1867) FM 4470 3047636 08/08/2013 FM App (TST1867) FM 4474 797-08873-267 11/26/2013 FM App (TST1867) FM 4474 3048066 12/13/2013 FM App (TST1867) FM 4474 3041749 12/30/2013 FM App (TST1867) FM 4474 797-09116-267 01/24/2014 FM App (TST1867) FM 4474 797-09234-267 03/11/2014 FM App (TST1867) FM 4474 797-09317-267 04/18/2014 FM App (TST1867) FM 4474 797-09493-267 05/27/2014 FM App (TST1867) FM 4474 797-09495-267 05/27/2014 FM App (TST1867) FM 4474 797-09573-267 06/13/2014 FM App (TST1867) FM 4474 797-09497-267 06/23/2014 FM App (TST1867) FM 4474 797-09594-267 06/24/2014 GAF458-0245 004/27/2018 • PRI (TST5878) 4.1 This Evaluation Report covers EverGuard® TPO Single ONEMOjetc. Kntiy Exam Reference Date PRI (TST5878) FM 4474 GAF -746-02-01 12/14/2016 PRI (TST5878) FM 4474 GAF -746-02-02 12/14/2016 PRI (TST5878) FM 4474 GAF -746-02-05 12/14/2016 PRI (TST5878) FM 4474 GAF -746-02-06 12/14/2016 PRI (TST5878) FM 4470 GAF -755-02-01 02/02/2017 PRI (TST5878) FM 4474 GAF -755-02-02 02/02/2017 PRI (TST5878) FM 4474 GAF -755-02-03 02/02/2017 PRI (TST5878) FM 4474 GAF -755-02-04 02/02/2017 PRI (TST5878) Physicals GAF -700-02-01 03/10/2017 PRI (TST5878) FM 4474 GAF -782-02-01 08/24/2017 PRI (TST5878) FM 4474 GAF -782-02-02 08/30/2017 PRI(TST5878) FM 4474 GAF -776-02-02 10/04/2017 PRI (TST5878) Criticality GAF -793-02-01 12/08/2017 PRI (TST5878) FM 4474 GAF -793-02-02 12/08/2017 PRI (TST5878) FM 4474 GAF -793-02-04 12/08/2017 PRI (TST5878) FM 4474 GAF -835-02-02 02/19/2018 PRI (TST5878) FM 4474 GAF -834-02-01 02/28/2018 PRI (TST5878) FM 4474 GAF -835-02-03 02/28/2018 PRI (TST5878) FM 4474 GAF -835-02-04 02/28/2018 PRI(TSTS878) FM 4474 GAF -833-02-01 03/02/2018 PRI(TST5878) FM 4474 GAF -833-02-02 03/02/2018 PRI (TST5878) FM 4474 GAF -836-02-01 03/02/2018 PRI (TST5878) FM 4474 GAF -836-02-02 QVW42018 PRI(TST5878) FM 4474 GAF -836-02-03 •03/02/2018 PRI (TST5878) FM 4474 G!¢-836:(11 p4 631(1172018 000000 • PRI (TST5878) FM 4474 GAF458-0245 004/27/2018 • PRI (TST5878) FM 4474 G 1 05/Cftj2a18 • PRI (TST5878) FM 4474 GAF -85842-02 05/01/2018 PRI (TST5878) FM 4474 GAf-ES$ W-113 05/01./2018 0 • • • • • PRI (TST5878) FM 4474 GAF49840-04 O5}OS'P018 • • PRI (TST5878) FM 4474 GAT -j5.8 j)j-e6 •a5",(,2018 • • • • • PRI (TST5878) Physicals GAF -870-02-0106/05/2018 • • PRI (TST5878) FM 4474 GAT -90%1-03 :05411A018 UL,LLC(QUA9625) QA Srvc"firrr•R6PA, TX, UT 11111?jt018 • • • • • • • • • . • -Ply Roof Membrane Systems installed in acc(Vcl`ance with AF pub is ed Installation Instructions and the Llmltauons / Conditions of Use herein. • • 9,119', • 4.1.1 EverGuard TPO membranes are nominal 45 -mil (1.1 mm), 60 -mil (1.52 -mm) or 80 -mil (2.0 mm) thicl",16flernally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. 4.1.2 EverGuard Extreme' TPO membranes are nominal 50 -mil (1.27 -mm), 60 -mil (1.52 -mm), 70 -mil (1.8) or 80 -mil (2.0 mm) thick, internally reinforced thermoplastic polyolefin roof covers supplied. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. 4.1.3 EverGuard' TPO FB Ultra membranes are nominal 45 -mil (1.1 mm), 60 -mil (1.52 -mm) or 80 -mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. 4.1.4 EverGuard Extreme' TPO FB Ultra membranes are nominal 50 -mil (1.27 -mm), 60 -mil (1.52 -mm), 70 -mil (1.8) or 80 -mil (2.0 mm) thick, internally reinforced thermoplastic (TPO) roof covers with a polyester fleece backing. Side and end laps are sealed using hot air welding. The roof cover is mechanically attached or fully -adhered to Approved substrates. 4.1.5 EverGuard' FreedomTM TPO HW and EverGuard• FreedomTM TPO with RapidSeamTM Technology membranes are nominal 45 -mil (1.1 mm) or 60 -mil (1.52 -mm) thick, internally reinforced thermoplastic (TPO) roof covers with a self -adhering backing. EverGuard® Freedom'" TPO HW laps are sealed using hot air welding. EverGuardO FreedomTM TPO with RapidSeam"` Technology laps are self -adhering. The roof cover is self -adhered to Approved substrates. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization #32455 6T" EDITION (2017) FBC HVHZ EVALUATION FL16730-R20 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 4 of 6 ONEMOletc. 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 Fire classification is not part of this Evaluation Report; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.3 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply. 5.4 The evaluation herein pertains to above -deck roof components; deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction. 5.5 Fastener spacing for mechanical attachment of anchor/base sheet or membrane is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed for 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 qualified design professional — may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and ca&GuWions in compliance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. �.... • • • • • • 5.5.1 If mechanical attachment to the structural deck through lightweight insulating coM et; is pr8odsgd; field �. withdrawal resistance testing shall be performed to confirm equivalent or determine eWrVeti fastening patterns and density. All testing and fastening design shall be in compliance with Testing Applicaiion Standard TAS 105 • • • • and Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS•llf.%alculatio.00:. ' ilvall be prepared, signed and sealed by a qualified design professional. : . K. 5.6 For systems where specific lightweight insulating concrete is referenced, consult UVOGLOrent H 4*i9roduct • • • •: • approval documentation for specific deck construction and limitations. For systems where specific lightweight •0 insulating concrete is not referenced, the minimum design mix shall be for minimum 390 psi c.Qllular IgVCOal. """ 5.7 For recover installations, the existing roof shall be examined in accordance with FBC 1M. • • • • • • • 5.8 Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these area&: Fastener densities shall be increased, as calculated in compliance with Roofing Application Standard RAS 117 and/or Roofing Application Standard RAS 137 by a qualified design professional. *This extrapolation is not permitted for systems marked with an asterisk*. 5.9 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. 5.10 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters and corners). Neither rational analysis, nor extrapolation is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). 5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with Testing Application Standard TAS 124. 5.12 All products listed herein shall have quality assurance audit in accordance with the F.A.C. Rule 61G20-3. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization #32455 6'" EDITION (2017) FBC HVHZ EVALUATION FL16730-R20 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 5 of 6 ONEMOletc. 6. INSTALLATION: 6.1 EverGuard® TPO Single -Ply Roof Membrane Systems shall be installed in accordance with GAF published installation instructions, subject to the Limitations / Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per Testing Application Standard TAS 114 has already been applied). Refer to FBC 1620 and Roofing Application Standard RAS 128 for determination of design wind loads. 6.3 For mechanically fastened membrane systems (Type D) over profiled steel deck, membrane shall be installed running perpendicular to steel deck flutes. UL, LLC —QUA9625; (847) 664-3281; k.chancellor@ul.com - THE 97 -PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization 1132455 CH EDITION (2017) FBC HVHZ EVALUATION F1.16730-1120 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 6 of 6 . • •••• ••••.• •• . ..• 0 • . • • • .. 0 • 0 0 0 • 0 • .... .••. . • • .•.•0 .•.. .•... •. .. 0000 ...00 . . • . •0000• • • 00 • . .. • • NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 Certificate of Authorization 1132455 CH EDITION (2017) FBC HVHZ EVALUATION F1.16730-1120 GAF EverGuard TPO Single Ply Roof Systems Revision 21: 02/18/2019 Page 6 of 6 C-2 Cover NEMO ETC, LLC Evaluation Report 01506.12.13-1-1121 for FL36730-R20 Certificate ofAuthorization #32455 6- EDITION (2017) FBC HVH2 EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766.3411 Appendix 1, Page 1 of 97 ONEMOjetc. The following notes apply to the systems outlined herein: 1. The evaluation herein pertains to above-deck roof components; deck-attachment details pertain to 'as-tested' conditions under Testing Application Standard TAS 114, Appendix J. Roof decks shall be in accordance with FBC (HVHZ) requirements to the satisfaction of the Authority Having Jurisdiction. 2. Unless otherwise noted, fasteners and stress plates for insulation or base sheet attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: i Wood Deck: Drill-Tec #12 Fastener or Drill-Tec #14 Fastener with Drill-Tet 3" Standard Steel Plate, Drill-Tet 3" Steel Plate, Drill-Tec 3 in. Ribbed Galvalume Plate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Min. 0.75-inch plywood penetration or minimum 1-Inch wood plank embedment. r Steel Deck: Drill-Tec #12 Fastener, Drill-Tec #14 Fastener or Drill-Tec XHD Fastener with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate, Drill-Tec 3 in. Ribbed Gad"SPlate (Flat) or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only). Minimum 0.75-inch steel penetration, engage the top flute of the steel deck. • • i Structural concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plata, Drill-Tac 3" Steel Plate, Drill-Tec 3 In. Ribbed Galvalum! Plate (I%t) or Drill-Tec AdeLFrAc Flat Plate & 8rel14 • AccuTrac Recessed Plate (insulation only) or Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate. Minimumei j%itch iinbedmenfa [agenerleinstalled with a pact hole in accordance with the fastener manufacturer's published Installation Instructions. • • • •••••• •• 000600 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral enol roof board that meets the OA requirements • of F.A.C. Rule 61G20-3 and is documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. ***000 • 0000•• Refer to GAF published installation instructions for details and requirements regarding the use of FBC HVHZ approved polystyrene insulation in EverGuard• roofing iyj;%qW 0000 • • INSULATION: HIGH TRAFFIC APPLICATIONS: RECOVER APPLO'ATIONS:• • • ! FBC HVHZ approved Expanded polystyrene (EPS) meeting or i FBC HVHZ approved Extruded polystyrene (XPS) meeting or i FBC HVHZ ap$ra"XPS Fan-Fold Ttecever Board with pla • • exceeding Testing Application Standard TAS 110 and ASTM C578, exceeding Testing Application Standard TAS 110 and ASTM C578, facer meetigWillpifc0eding TestingiAppli.tiion Standard0A15 910 9 Type IX, nominal 1.8 Ib/ft2 density and minimum 25 psi Type IV, minimum 1-inch thick and minimum 25 psi compressive and ASTM 0570 TypealV, 3/8-infh�.ck ant minimum 7e�� • • compressive strength. strength. compressiv#&enitR 0 'v FBC HVHZ approved Expanded polystyrene (EPS) with plastic 1 FBC HVHZ approved Expanded polystyrene (EPS) with plastic i FBC HVHZ 1pPrOvgdeESS Recover Boardameeting or exceediMa facer meeting orexceeding Testing Application Standard TAS 110 facer meeting or exceeding Testing Application Standard TAS 110 Testing Applcatiol•Stalidard TAS 110 and ASTM C578,=y¢e,)S�6 and ASTM C578, Type IX, nominal 1.81b/ft2 density and minimum and ASTM C578, Type IX, minimum 1-inch thick and minimum 25 1/2-inch thick and miniPhum 25 ps�WWrj!!j0 strength. 25 psi compressive strength. psi compressive strength. i FBC HVHZ eipprove/ EPS Recover Board with plastR facer • meeting or exceeding 1lsting Application Standard TAS DO Aa • ; ASTM C578, �'e I%! 1/2-inch :hic6 and minimum 25 psi compressive strength. • • • • FlreOut"' Fire Barrier Coating, VersaShiekY fire-Resistant Roof Deck Protection or VersaShield• Solo"' Fire-Resistant Slip Sheet, installed in accordance with GAF published installation instructions and fire resistance certification listings, may be used as a non-load-bearing, fire-barrier / slip-sheet component within any system outlined herein. 4. If mechanical attachment to the structural deck through lightweight Insulating concrete Is proposed, field withdrawal resistance testing shall be performed to confirm equivalent or determine enhanced fastening patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117 and/or RAS 137. Calculations shall be prepared, signed and sealed by a qualified design professional. S. Preliminary insulation attachment for System Type C-2 and D =Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width Is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions. > Hot Asphalt (HA): Full mopping, 25-30 lbs/square. L GAF 2 -Part Roofing Adhesive (GAF 2 -Part): Continuous 2.5 to 3.5 -inch ribbons, 12 -inch o.c. i LRF Adhesive M (LRF -M): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. i OlyBond Adhesive Fastener (Classic): Full coverage, 1 gal/square. i OtyBond 500 (OB500): Continuous 0.75 to 1 -inch wide ribbons, 12 -inch o.c. using PaceCart, SpotShot or Canister delivery methods. Note: OlyBond Classic or OlyBond 500 Green may be used in place of OB500 when used to bond insulation or coverboards. > Note: When multiple loyers(s) of insulation and/or mverboard are installed in ribbon -applied adhesive, board joints shall be staggered. > Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-R20 Certificate of Authorization #32455 6- EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Pty Roof Membrane Systems; (800) 766.3411 Appendix 1, Page 2 of 97 ONEMOletc. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no use shall these values be used to'increase'the MOP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. 'r Hot Asphalt (HA): MDP = -240.0 psf (Min. 0.5-inch thick) e GAF 2-Part Roofing Adhesive (GAF 2-Part): MDP = -117.5 psf (Min. 1.0-inch thick) LRF Adhesive M (LRF-M): MDP = -232.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation) i OlyBond 500 (OB500): MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) > OlyBond 500 (08500): MDP = -487.5 psf (Min. 0.5-inch thick EnergyGuard RA) •• r OlyBond 500 (08500): MDP = -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard Ultq $olyuo lasulation, EnergyGuard NH Ultra Polyiso Insulation) • • *6409 • • • • • • 8. Bonded polyisocyanurete Insulation boards shall be maximum 4 x 4 ft. • • • • • • • • 9. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased, as calculated in cerRd AL91 Sith Roofing ApplicAign Standan RAs 117 • and/or RAS 137 by a qualified design professional. *This extrapolation Is not permittedJorsystems marked wh an asterisk•. • • • • • • • • • • •••••• 10. For assemblies marked with an asterisk', the maximum design pressure (MDP) limitation listed shall be applicable to all roof pressure zones (i.e., field, perimeters anddWor#). Neither ratlo•a6a•allysis,nor extr•polation • is permitted for enhanced attachment at enhanced pressure zones (i.e., perimeters, corners and extended corners). • • • • •••• •••• ••••• 11. Fastener spacing for mechanical attachment is based on a minimum fastener resistance value in conjunction with the maximum design pressure (MDP) listed fora specific sgs em. Shoulthe fW finer resistaw"0 W!8 • than that required, as determined by the Building Official, a revised fastener spacing — prepared, signed and sealed by a qualified design professional — may be sufr&;I. S6d revised steer spsing shall utilize the withdrawal resistance value taken from Testing Application Standard TAS 105 and calculations in compliance with Roofing Application Standard RAS 117 or RAS 138• o • 0000 • • • • • • • 12. For bonded Insulation or membrane over existing substrates in a recover installation, the existing roof system shall be capable of resisting project design pressurA "t#AA merit to the satRfaction of the Author% Having Jurisdiction, as documented through field uplift testing in accordance with Testing Application Standard TAS 124. • • • • • • • • • 13. For System T D, steel deck applications, the roof membrane shall be run with Its lengthperpendicular• • • • • • y Type pp gt to the steel deck flutes. • • • • • 14. For recover installations, the existing roof shall be examined in accordance with FBC 1521. For Recover Applications using System Type C-2 or or any System Type 13, #,linsul,ion Is optional. Alternatively, a 1parator • board may be installed prior to roof cover installation when using System Type C-2 or any System Type D or a separator sheet may be installed prior to roof cover Installation when esi� )61stem Type D. The separator component shall be documented as meeting FBC (HVHZ) 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. Y Separator Board Options for Recover System Type C-2 or System Tvce D: Min. 0.5-inch EnergyGuard Polyiso Insulation, EnergyGuard NH Polyiso Insulation, EnergyGuard RA, EnergyGuard RN, EnergyGuard Ultra Polyiso Insulation, EnergyGuard NH Ultra Polyiso Insulation, Structodeck High Density Fiberboard Roof Insulation, EnergyGuard RH HD Polyiso Insulation, EnergyGuard HD Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation, EnergyGuard HD Plus Polyiso Insulation or EnergyGuard NH HD Plus Polyiso Insulation or min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum-Fiber Roof Board or SECUROCK Glass- Mat Roof Board. r Separator Sheet Options for Recover System Type D: EverGuard Polymat Separation Layer (3 oz/yd') or EverGuard Polymat Cushioning Layer (6 oz/yds). 15. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC NOA or HVHZ Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top-coat thickness is 2- inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For 'pre-existent' LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami-Dade BCCO (FBC CER3592). Unless otherwise noted, use of these listings in new construction or re-roof (tear-off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-R20 Certificate of Authorization #32455 6'h EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766.3411 Appendix 1, Page 3 of 97 ONEMOjetc. 16. For adhesive -applied membrane systems, side laps shall be minimum 3 -inch wide sealed with min. 1.5 -inch heat weld. Unless otherwise noted, membrane adhesive application rates areas follows: MEMBRANE ADHESIVE GAF ROOF COVER/ METHOD ADHESIVE COMBINATIONS RATE EverGuard TPO EverGuard TPO #1121 Bonding Adhesive Contact (both sides) 0.8 to 1.0 gal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the application rate One or two plies, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet, GAFGLAS Ply 4:Tri-Pty Ply 4 or GAFGLAS FlexPly 6 (#1121) Hot asphalt changes to 1.2 to 1.67 gal/sq/surface VB -2. GAF SA Primer Ruberoid SA Universal Base To polyisocyanurate or Structodek High Density Fiberboard Roof Insulation, Fibr r &aae@H D1 or Fiber Base HD6 EverGuard TPO EverGuard WB181 Bonding Adhesive (WB381) Contact (both sides) at 0.63 gal/square and roof cover underside at 0.21 gal/square. To Dens DeCRPrime or 9ECUROCK Gy pi sum - Ruberoid Torch Granule Torch -applied GAF 2 -Part, 12 -inch o.c. Fiber Roof Board at 0.63 to 0.75 gal/square and roof c er u e%s a at 0.21 tot.I5• M/s uare • • • • EverGuard TPO EverGuard Low VOC TPO Bonding Adhesive (L- Contact (both sides) 0.46 gal/square/surface • • • 0000 • • GAF 2 -Part, 12 -inch o.c. VO VB -5. • • EverGuard TPO EverGuard TPO 3 Square Low VOC Bonding Contact (both sides) 0.84 gal/square/surface • VB -6. Adhesive TPO 3 -Square)• Liberty SBS Self -Adhering Cap Sheet • • • • • • • EverGuard TPO FB Ultra Hot asphalt Wet la (substrate) 25 lbs/square EverGuard TPO FB Ultra EverGuard WB181 Bonding Adhesive (WB181) Wet la substrate 0.83 to 1.0 gal/square • • • • VB -8. GAF LRF Adhesive M (LRF•M) or LRF Adhesive Ruberoid 30 1 -inch wide ribbons spaced as noted in tables herein. Nd ". 40adhesive ribbdilsll! IEcated dire^t A • EverGuard TPO FB Ultra O (LRF -0) Wet lay (substrate) the adhesive ribbons used to secure the insulation whit"WVWs bonded jo instloyon less thani.i-'Wr� • Ruberoid SA Universal Base Sheet Self -adhering LRF -M, 12 -inch o.c. thick. • • • • • EverGuard TPO FB Ultra GAF 2 -Part Roofing Adhesive GAF 2-Part Wet la substrate 'S atter pattern' at 3.75 lbs/ • EverGuard TPO FB Ultra OlyBond 500 Wet lay (substrate) Spatter pattem' at 0.32 gal/square (to insulation or ctWllrtip"o • • GAF SA Vapor Retarder Self -adhering LRF -M, 12 -inch o.c. 'Spatter pattern' at 0.83 al/square (to asphaltic base gly melhbr/ne). • 17. Vapor barrier options for over structural concrete deck with adhered insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of tole MDP liiTtings below {S1PI6lMh?able 3A agplies: OPTION If VAPOR BARRIER PRIMER OPTIONS; DECK; ADHERED BARRIER TYPE ATTACH INSULAAOMADHEAVE 0000 MDP (PSF)• VB -1. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet, GAFGLAS Ply 4:Tri-Pty Ply 4 or GAFGLAS FlexPly 6 Hot asphalt applied Hot asphalt -360.0 VB -2. GAF SA Primer Ruberoid SA Universal Base Self -adhering GAF 2 -Part, 12 -inch o.c. -157.5 VB -3. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Granule Torch -applied GAF 2 -Part, 12 -inch o.c. -169.0 VB -4. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberoid HW Smooth Torch -applied GAF 2 -Part, 12 -inch o.c. -180.0 VB -5. GAF SA Primer GAF SA Vapor Retarder Self -adhering GAF 2 -Part, 12 -inch o.c. -202.5 VB -6. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Liberty SBS Self -Adhering Cap Sheet Self -adhering GAF 2 -Part, 12 -inch o.c. -250.0 VB -7. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri -Ply #75 Base Sheet, GAFGLAS Ply 4, Tri -Pty Ply 4 or GAFGLAS FlexPly 6 Hot asphalt applied GAF 2 -Part, 12 -inch D.C. -262.5 VB -8. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 30 Hot asphalt applied GAF 2 -Part, 12 -Inch D.C. -270.0 VB -9. GAF SA Primer Ruberoid SA Universal Base Sheet Self -adhering LRF -M, 12 -inch o.c. -157.5 VB -10. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberoid HW Smooth Torch -applied LRF -M, 12 -inch o.c. -180.0 VB -11. GAF SA Primer GAF SA Vapor Retarder Self -adhering LRF -M, 12 -inch o.c. I -202.5 VB -12. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri -Pty #75 Base Sheet, GAFGLAS Ply 4, Tri -Ply Ply 4 or GAFGLAS FlexPl 6 Hot asphalt applied LRF -M, 12 -inch o.c. -495.0 VS -13. GAF SA Primer Ruberoid SA Universal Base Sheet Self -adhering OtyBond 500 12 -inch D.C. -157.5 VB -14. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Smooth Torch -applied OlyBond 500, 12 -inch D.C. -165.0 VB -15. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth Torch -applied O Bond 500, 12 -inch D.C. -180.0 NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for 1136730-R20 Cert#iote of Authorization #32455 6- EDITION (2017) FOC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (BDO) 766.3411 Appendix 1, Page 4 of 97 lk7NEMO I etc. • • • 18. Side laps for EverGuard Freedom TPO with RapfdSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless othervls•reWall aeference to Ever6. Freedom W4D4n :* Appendix relates to either method. • 19. The'Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies;;L�oid 20 SmooAcj VWe (3) plies o;G•AFGTA FlexPly 6, followed by asphalt -applied SO -mil EverGuard TPO FB Ultra with 1.5/8' heat welded side laps. • • • • •••• •••• •tit• 20. Unless otherwise noted, the "Hybrid Roofing System' noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri -Ply #75 Basetheet • or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. • • • • • • • • • • • • • • • • • • • 21. EverGuard Extreme TPO maybe used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra maybe used as an alternate to EverGuard TPO FB Ultra. • • • • • • • • • • • • • • 22. The following insulations are interchangeable within the scope of this Evaluation Report: : • • : • : • • • EnergyGuard Polyiso Insulation b EnergyGuard NH Polyiso Insulation; • • • • • • • • • • 1 EnergyGuard Ultra Polyiso Insulation a EnergyGuard NH Ultra Polyiso Insulation; • • • • • • 'r EnergyGuard HD Polyiso Insulation b EnergyGuard NH HD Polyiso Insulation; • • • • • i EnergyGuard HD Plus Polyiso Insulation o EnergyGuard NH HD Plus Polyiso Insulation. • • • • • • • • 23. "MDP" -Maximum Design Pressure is the result of testing for wind bad resistance based on allowable wind loads. Refer to FBC (HVHZ) 1620 and RAS 128 for determination of design wiAd4cl!. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-RZO Certificate of Authorization #32455 61° EDITION (2017) FOC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 7663411 Appendix 1, Page 5 of 97 BARR I ER OPTIONS;VAPOR STRUCTURAL CONCRETEDECK; ADHERED OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP # TYPE ATTACH (PSF)• Membrane Matrix 102 SAdhesive VB -16. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 20 Smooth at 1.5 al/s uare OlyBond 500, 12 -inch o.c. -202.5 VB -17. GAF SA Primer GAF SA Vapor Retarder Self -adhering OlyBond 54 12,-jr&h D.E. -202.5 VB -1S. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW Smooth Torch -applied OlyBond 300, 12-incl•o.c. -232.5 VB -19. Matrix 307 Premium Asphalt Primer or ASTM D41 primerOne or two plies, GAFGLAS #75 Base Sheet, Tri -Ply p75 Base Hot asphalt appllM • OlyBond 500, 12 -inch D.E. -352.5 • Sheet, GAFGLAS Ply 4, Tri -Ply Ply 4 or GAFGLAS FlexPly 6 • • • • • • 18. Side laps for EverGuard Freedom TPO with RapfdSeam Technology are self -adhering. Side laps for EverGuard Freedom TPO HW are heat welded. Unless othervls•reWall aeference to Ever6. Freedom W4D4n :* Appendix relates to either method. • 19. The'Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied two (2) plies;;L�oid 20 SmooAcj VWe (3) plies o;G•AFGTA FlexPly 6, followed by asphalt -applied SO -mil EverGuard TPO FB Ultra with 1.5/8' heat welded side laps. • • • • •••• •••• •tit• 20. Unless otherwise noted, the "Hybrid Roofing System' noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberoid Mop Smooth 1.5, GAFGLAS #75 Base Sheet, Tri -Ply #75 Basetheet • or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO FB Ultra. • • • • • • • • • • • • • • • • • • • 21. EverGuard Extreme TPO maybe used as an alternate to EverGuard TPO. EverGuard Extreme TPO FB Ultra maybe used as an alternate to EverGuard TPO FB Ultra. • • • • • • • • • • • • • • 22. The following insulations are interchangeable within the scope of this Evaluation Report: : • • : • : • • • EnergyGuard Polyiso Insulation b EnergyGuard NH Polyiso Insulation; • • • • • • • • • • 1 EnergyGuard Ultra Polyiso Insulation a EnergyGuard NH Ultra Polyiso Insulation; • • • • • • 'r EnergyGuard HD Polyiso Insulation b EnergyGuard NH HD Polyiso Insulation; • • • • • i EnergyGuard HD Plus Polyiso Insulation o EnergyGuard NH HD Plus Polyiso Insulation. • • • • • • • • 23. "MDP" -Maximum Design Pressure is the result of testing for wind bad resistance based on allowable wind loads. Refer to FBC (HVHZ) 1620 and RAS 128 for determination of design wiAd4cl!. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL16730-RZO Certificate of Authorization #32455 61° EDITION (2017) FOC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 7663411 Appendix 1, Page 5 of 97 ONEMOletc. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL36730-R20 Certificate of Authorization #32455 6'^ EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 52 of 97 TABLE ZJ: STEEL OR STRUCTURAL CONCRETE DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEMTYPED-1: Insulation (Note 14) MECHANICALLY ROOF COVER Roof Cover System Deck No. (Note 1) MDP (psf) Type Attach Membrane Fasteners Attachment Min. 22 ga., type B, Grade One or more layers, an y y Prelim. Drill -Tec XHD with Drill -Tec 2 in. Double 12 -inch o.c. within 6 -inch wide la !h p }1a•e154tinch 5-314. 40 steel; Hiltt X -HSN 24, 6' combination, min. 14nch attach EverGuard TPO Barbed XHD Plates o.c. and sealed with a 1.5 -Inch hQat weld. • -52.5 O.C. 1,00000 Min. 22 ga., type B, Grade One or more layers, any Prelim. Drill -Tec XHD with Drill -Tec 2 3/4 in. Barbed 12 -inch a.Qv►Ithin 6�nch wide I�RsQaced-loch • 5-315. 40 steel; welds combination, min. 1 -inch attach EverGuard TPO SXHD Plates o.c. and e I 1.5 -Inch heat well • ���� �• 52.fj HSN5/9' 24, 6' or Hilt! X -HSN 24, 6' O.C. � � • 00000 Min. 22 ga., type B, Grade Drill -Tet XHD with Drill -Tet 2-3/8 in. Barbed • • • • • • • • 33 steel; 6' spans, Traxx/5 One or more layers, any Prelim. 7P0 XHD Plates, Drill -Tec Eyehook AccuSeam Fastened 6 -inch o.c. within 6 -inch wide laps spaced • • • 5316. screws or 5/8' puddle welds combination, in. 1 -inch attach EverGuard Plates or Drill -Tec 2 in. Double Barbed XHD 114 -Inch ol.%ri8 %aled with a 1.541,111K%ft weld. -5i.� • 6' o.c. Plates • • • • Prelim. Drill -Tec #14 or Drill -Tec CD -10 fasteners • • One or more layers, any with Drill -Tec 2In. Double Barbed XHD FasteneatR&PA.4161thin 6-inA• widef4� spaced • • • • 5317, Structural concrete combination, min. 1.5 -inch attach or EverGuard TPO Plates, Drill -Tec 2-3/8 in. Barbed XHD Plates 114-incipi arjo jea ed with a 1.54rj*jVVweld. OB500 or Drill -Tec Eyehook Accu Seam Plates • • • Min. 22 ga., type B, Grade Drill -Tec XHD with Drill -Tec 2 3/8 in. Barbed • • • • • 5-318. 80 steel; 6' spans, Trawc/5 One or more layers, any Prelim. EverGuard TPO XHD Plates or Drill -Tec 2 in. Double Barbed Fastene•6-incloo.c.•vithin 5 -inch wide laps spaced • SSS combination, min. 1.5 -inch attach 115-incl}o.c. and selled with a 105 -Inch heat weld. • • screw 6' o.c. XHD Plates • • • • • • Min. 18 ga., type B, Grade One or more layers, any Prelim. Drill -Tec XHD or SXHD with Drill -Tec 2 3/4 in. 64nch o!. withRr 6 -Rech wide laps spaced 138 -inch • • • • • 5-319. 80 steel; 6 ft span; Teks 5 combination, min. 1 -inch attach EverGuard TPO Barbed SXHD Plates • o.c. and se=Ic*d withs 1.5 -inch hat vjel�. -52.5 • screws, 6' o.c. • Min. 20 ga., type B, Grade One or more layers, any Prelim. Drill -Tec XHD or SXHD with Drill -Tec 2 3/4 in. 6 -Inch o.c. within 6 -Inch wide laps spaced 138 -Inch 5-320. 80 steel; 5.5 It span; Teks 5 screws, 6" o.c. combination, min. 1 -Inch attach EverGuard TPO Barbed SXHD Plates o.c. and sealed with a 1.5 -inch heat weld. -52.5 Min. 22 ga., type 8, Grade One or more layers, any Prelim. Drill -Tec XHD or SXHD with Drill -Tec 2 3/4 in. 6 -inch o.c. within 6 -inch wide laps spaced 1384nch 5-321. 80 steel; 4.5 It span; Teks 5 screws, 6" o.c. combination, min. 14nch attach EverGuard TPO Barbed SXHD Plates o.c. and sealed with a 1.5 -inch heat weld. -52.5 One or more layers, any Prelim. Drill -Tec #14 Fasteners with Drill -Tec 2 3/4 64nch o.c. within 64nch wide laps spaced 1384nch 5-322. Structural concrete combination, min. 14nch attach EverGuard TPO in. Barbed SXHD Plates o.c. and sealed with a 1.5 -Inch heat weld. -52.5 Min. 22 ga., type 8, Grade One or more layers, any Prelim. Drill -Tec XHD with Drill -Tec 2 3/4 in. Barbed 12 -inch o.c. within 6 -Inch wide laps spaced 54 -Inch 5-323. 40 steel; 5/8' welds or Hihi X -H 24, 6 . SN 24, 6' o.c. combination, min. 1 -Inch attach EverGuard TPO SXHD Plates o.c. and sealed with a 1.5 -inch heat weld. -60.0 Min. 22 ga., type B, Grade One or more layers, any Prelim. Drill -Tec XHD with Drill -Tec 2 3/8 in. Barbed Fastened 6 -inch o.c. within 6 -inch wide laps spaced 5-324. 33 steel; 6' spans, Traxx/5 screw 6' o.c. combination, min. 1.5 -Inch attach EverGuard TPO XHD Plates 54 -inch o.c. and sealed with a 1.5 -inch heat weld. -60.0 Min. 22 ga., type B, Grade 33 steel; 6' spans, Traxx/5 One or more layers, any Prelim. Drill -Tec XHD with Drill -Tec 2 3/8 in. Barbed Fastened 6 -inch o.c. within 6 -inch wide laps spaced 5-325 screw or 5/8" puddle welds combination, min. 1 -inch attach EverGuard TPO XHD Plates 90 -inch o.c. and sealed with a 1.5 -inch heat weld. -60.0 6' o.c. NEMO ETC, LLC Evaluation Report 01506.12.13-1-R21 for FL36730-R20 Certificate of Authorization #32455 6'^ EDITION (2017) FBC HVHZ EVALUATION Revision 21: 02/18/2019 Prepared by: Robert Nieminen, PE -59166 EverGuard TPO Single -Ply Roof Membrane Systems; (800) 766-3411 Appendix 1, Page 52 of 97 I'GFU.R4306 - Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpa... "EverGuard@ TPO 3 Square Low VOC Bonding Adhesive" applied at 60-ft.2/gal. 1. Dedc: NC SINGLE PLY MEMBRANE ROOFING SYSTEMS (TPO) Class A - Mechanically Fastened Indine: 1/2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick. Insulation (Optional): — "EnergyGuardTM" or "EnergyGuardT" Ultra" or "Energy Guard'" RF" or "EnergyGuardTM RA" or "EnergyGuardT" RN" or "EnergyGuardT" RH" or "EnergyGuardT" RM" or wood fiber or glass fiber or perlite, any thickness, mechanically fastened. Cover Board (Optional): — 1/2 -in. thick "EnergyGuardT" HD" or 1/2 -in. thick "EnergyGuardT" HD Plus", mechanically fastened. Membrane: — "EverGuard@ TPO" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO" 50 -mil to 80 -mil, mechanically fastened. 2. Deck: NC Indine: 21/2 Insulation (Optional, see note): — Any UL Classified, any thickness. Barrier Board (Optional, see note): — Minimum 1/2 -in. thick gypsum board or 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4 -In. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G)" or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Membrane: — "EverGuard@ TPO" 45 -mil to 60 -mil or "EverGuard Extreme@ TPO" 50 -mil to 60 -mil, mechanically fastened. Note: — A Barrier Board is required when Insulation is present. 3. Deleted.C. • • •••• •••••• Deck: , C Indine: 1/2 • • • • Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard"'oT 0Vn%Deck@ PrimePRoofboatd'"" or "DensDeck@ DuraGuardT" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCO" RtlOf Board" (Type FRX-G)% • "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick. **of •••• : • • Insulation (Optional): — "EnergyGuardT 1 or "EnergyGuardT" RA" or "EnergyGuardT" RF" "EnergyGuar-8-4lkp* or "Ene6gy6y9rdT" Rfy'.... or "EnergyGuardT" RH" or "EnergyGuardT" RM" or wood fiber or glass fiber or periite, any thickness, mecrjrgrajy fastenV. • • • • • Cover Board (Optional): — 1/2 -in. thick "EnergyGuardT" HD" or 1/2 -in, thick "EnergyGuardT" HD Plus", mechanically fastened. • Membrane: — "EverGuard@ TPO FB Ultra" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO FB Ultra" 50 -mil to•80-mil, mecAa*A1cally fastened. • • • • • • • • • • • • •••••• 5. Deck: C-15/32 Indine: 1/2 • • i • • • Primer. — "TOPCOAT@ FireOutT" Fire Barrier Coating" or "FlreOutT" Fire Barrier Coating", applied at a rate of 1-gal./10; ;;: •' Base Sheet (Optional): — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet", mechanically fastened. Slip Sheet (Optional): — One ply "VersaShield@ Solo T" Fire Resistant Slipsheet, mechanically fastened. Membrane: — "EverGuard@ TPO" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO" 50 -mil to 80 -mil, mechanically fastened. 6. Deck: NC Indine: 1/2 Barrier Board (Optional): — Minimum 1/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT Roofboard" or minimum 1/2 -in. thick gypsum wallboard or United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), mechanically fastened. Slip Sheet (Optional): — One ply "VersaShield@ Fire -Resistant Roof Deck Protection", mechanically fastened. _ - Base Sheet (Optional): — One ply Type 15 or Type 30 or Type G1 "GAFGLAS@ Ply 4" or'Tri-Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet" or "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — "EverGuard@ TPO" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO" 50 -mil to 80 -mil or "EverGuard@ TPO FB Ultra" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO FB Ultra" 50 -mil to 80 -mil, mechanically fastened. Surfacing: — United Solar Ovonics Field -Assembled Photovoltaic (Solar) Module Systems "PVL -29, -31, -58, -60, -62, -64, -68, -87, -93, -116, -120, -124, -128, -136", self -adhered. 7. Dedc: C-15/32 Indine: 1/2 Slip Sheet: — Two plies "VersaShield@ Fire -Resistant Roof Deck Protection" or one ply "VersaShield@ Solo'" Fire Resistant Slipsheet", mechanically fastened. Membrane: — "EverGuard@ TPO FB Ultra" 45 -mil to 80 -mil or "EverGuard Extreme@ TPO FB Ultra" 50 -mil to 80 -mil, mechanically fastened. 8. Dedc: C-15/32 Indine: 1/2 Slip Sheet: — Two plies "VersaShield@ Fire -Resistant Roof Deck Protection" or one ply "VersaShield@ Solo'" Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuardT"" or "EnergyGuardT" RF" or "EnergyGuardTM Ultra," or "EnergyGuardT" RA" or "EnergyGuardT" RN" or "EnergyGuardT" RH" or "EnergyGuardT" RM", any thickness or any UL Classifled wood fiber, mechanically fastened. Cover Board (Optional): — 1/2 -in. thick "EnergyGuardT" HD" or 1/2 -in. thick "EnergyGuardT" HD Plus", mechanically fastened. 41 of 48 7/27/2016 5:26 PM MIAMFDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA Santafe Tile Corporation 8825 NW 95" Street Medley, FL 33178 SCOPE: www.miamidade.¢ov/economy 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 CouVpl Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserveethe right to fiauathis product or material tested for quality assurance purposes. If this product or material fails to perform in the• icor pted • manner, the manufacturer will incur the expense of such testing and the AHJ may immedidtely;r'f yoke, modify, or • • • • • • suspend the use of such product or material within their jurisdiction. RER reserves the riglif fo fevoke this' :0000: acceptance, if it is determined by Miami -Dade County Product Control Section that this product or mateAaf rails to 0000 ••1• 0000. meet the requirements of the applicable building code. • 000000 . .. 0000. This product is approved as described herein, and has been designed to comply with the FW1*daXuildirfg oJb including the High Velocity Hurricane Zone of the Florida Building Code. . • •.0 • •' 0000.. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile ••. ;•... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state ann rollowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0915.09 and consists of pages 1 through 5. The submitted documentation was reviewed by Freddy Semino 0 NOA No.: 18-0604.04 Expiration Date: 02/01/21 Approval Date: 08/02/18 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test 000 Product • • Applicant Dimensions Specifications • • •••• •••••• Dest wy • Santaf6 `S' Clay Roof L = 18" TAS 112 One piece high profile clay� tile equipped with ... • Tile W = 11.1" Type I two nail holes. For nail-6h,'Mchtar set ang adhesile ... Thickness = 0.39" Grade 1 set applications. . *so* • • •. •. • Trim Pieces 1= varies TAS 112 Accessory trim, clay roo€pim for use at4i ps, • • • • • w = varies rakes, ridges and valley tt"flations. 1;tt ufactufe&•; - varying thickness for each tile profile. . . . . ...... 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia • 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 The Center for Applied Engineering, Inc. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineering, Inc. Project: 07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail -On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) NOA No.: 18-0604.04 MIAMMAD, coutvrr Expiration Date: 02/01/21 Approval Date: 08/02/18 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Redland Technologies P 063 1 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants, Inc. 2353-70 TAS 101 09/22/03 IBA Consultants, Inc. 2353-71 TAS 101 09/22/03 IBA Consultants, Inc. 2353-93 ASTM C 1167 07/18/05 American Test Lab of South Florida RT0624.01-15 ASTM C1167-03 07/01/15 PRI Construction Material Technologies COPO-002-02-08 TAS 101 10/12/16 . . .... ...... 3. LIMITATIONS • 3.1 Fire classification is not part of this acceptance. • 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be pe4QWped in acp.�dance viff "; TAS 106. 000000 000000..... 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laborate p% to perforgi at< verly test • • • in accordance with TAS 112, appendix W. Such testing shall be submitted•tb Hie Miami'-i7Me Couht� •; • Product Control Section for review. :":': 0 00 3.4 Minimum underlayment shall be in compliance with the applicable Roofing A�pliciations yJMArds lisojel • • section 4.1 herein. 0.• • • • • • 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof sloD*Lniess stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 18-0604.04 In Mu►MPDaoecouNMY Expiration Date: 02/01/21 Approval Date: 08/02/18 Page 3 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: Aerodynamic Multipliers- %(ft3) Tile Profile X (ft3) Batten Application ;L (ft3) Direct Deck Santafe 'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - M9 (ft.-Ibf) Tile Profile 2":12" 3":12" 411:12" 5":12" 6":12" 7":12" or grester Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens 0 Direct GDeck •BatIft 99— Direct Deuic. Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32• • 5.29 • •5. 3• 5.00 000000 00 000.00 Table 4: Attachment Resistance Expressed as a Moment - Mr(j; bf) 000 for Nail -On Systems0000 0 00000 • ... Tile Profile Fastener Type Direct Deck *0:'0: : Sh ens 000 0• Santafe'S' 2-10d Ring Shank Nails 21.8 N/A 000 One #8 Screw 29.161,2 • • • N/A Two #8 Screws 38.28' • • • •WtA One #8 Screw w/ Clip 57.311.2 • • • /A 000 Two #8 Screws w/ Clip 57.60' .77' 1. Approved screws as noted 'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft.-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application 2 Minimum Attachment Resistance Santafe 'S' Tile Bond 38.93 Polyfoam Polypro AH 160TM' 33.1 4 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft.-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application 2 Minimum Attachment Resistance Santafe 'S' Polyfoam Polypro AH 160Tm 66.55 Polyfoam Polypro AH 160TM 63.86 DAP Foam Touch N Seal Storm Bond 2 1007 5 Paddy placement of 63 grams of Polypro AH 160TM. 6 Paddy placement of 24 grams of Polypro AH 160TM. 7 Paddy placement of 45 grams DAP Foam Touch N Seal Storm Bond 2 NOA No.: 18-0604.04 Expiration Date: 02/01/21 Approval Date: 08/02/18 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Santafe'S' Mortar Set 23.6 S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE 6. BUILDING PERMIT REQUIREMENTS •' • • 6.1 Application for building permit shall be accompanied by copies of the following! • • • • 6.1.1 This Notice of Acceptance. 000000 '••'• • 6.1.2 Any other documents required by the Building Official or applicable buildingcode k order to properly evaluate the installation of this system. 900p 90•p• PROFILE DRAWING • •' • • • ' When using•ane; screw. • - �, use this hole. • • • • "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 18-0604.04 Expiration Date: 02/01/21 Approval Date: 08/02/18 Page 5 of 5 MIAMH ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Cor&UgLSection (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to liamethis .....s product or material tested for quality assurance purposes. If this product or material fails to pert'orm in the% cgpted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediafA80oke, modii�' or • • • • • • suspend the use of such product or material within their jurisdiction. RER reserves the righ' eVrevoke this acceptande4...: if it is determined by Miami -Dade County Product Control Section that this product or mate 6- 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 ifuildint.Codd ...... including the High Velocity Hurricane Zone of the Florida Building Code. . • • • • . • . . . . ...... DESCRIPTION: Polyglass Polystick Underlayments • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 15-0410.04 and consists of pages I through 8. The submitted documentation was reviewed by Freddy Semino., N NOA No.: 17-0614.22 M1AMMADE courrnr Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 Test Product Product Dimensions Specification Description Polystick IR -Xe 65'x 3'3-3/8,, ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65'x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61'x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membran e. DesiNgi us a Location #2 metal roofing and roof tile uiTdq ta}:ment.... .' Polystick Tile Pro 61'x 3'33/8" 0000.. . 0000.. TAS 103 and A rubberized asphalt self-adh glass-fiber%polyest*ir Manufacturing 60 mils thick .jri- ASTM D 1970 reinforced waterproofing me�brgUe. Desigpej as a m(t9? 0 0: Location #2 roofing and roof tile underlaNcut' 0 0 0 0 0 0 00000 • Polystick TU Max Y 65'8" x 3'3-3/8" 0 p of est 00 . 0itiforc00:600 TAS 103 and A rubberized asphalt self-adhe ?go* p .1�1�� Y �� r� ll..... Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. DVjiaCj as a a ropf tile .' Location #1 & #2 underlayment. 0000.. Polystick TU P 32'10" x 3'33/8 TAS 103 and A rubberized asphalt waterprtp f11hg:mem4ranp. glass- : • • • • ; Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced, with a granular s&iace Location #2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location #1 & #2 Polystick MTS 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus 65'8" x 3'33/8" TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing 60 mils thick membrane, glass fiber reinforced with polyolefinic film Location #2 on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10" x 3'3-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing ASTM D 6164 with a sanded back face and a granule top surface. For Location #2 use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Revort Date Trinity ERD P10870.09.08 -RI TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 �•*"/Q2/13 P45270.05.14 TAS 103, TAS 110 & ASTM Qt623 VI/ 12/14 .... P46520.10.14 ASTM D 1623 • • • • W143114 • • P44360.10.14 ...... TAS 103 & TAS 110• .. ...... 1.0/07/14 • • P43290.10.14 �; • • ASTM D 1970 & TAS i 1Q. ..W17/14: .... PLYG-SC 10130.06.16-3 TAS 103 & TAS 1 i4 ... • . 4(5/17/16 ..... PLYG-10130.06.16-1 ASTM D 1970 & TAS•1.1�0 .06,/J7/16 • • � • • .. .. .... ...... PRI Asphalt Technologies PUSA-035-02-01 TAS 103 ...... 09/29/06 .' PUSA-055-02-02 TAS 103 1 x'10/07 • • • • • PUSA-089-02-01 TAS 103/ASTM D4798 ,t GI 5� • • • 0 07/06/09 ; • • • ; . • • • • Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 0W/O1/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23138B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 MIAMMADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1): Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. Surfacing: See General Limitations Below. ` Deck Type 1: Wood, non -insulated 000* Deck Description: Min. 19/32" plywood or wood plank . . .... ...... System Type E(2): Anchor sheet mechanically fastened to deck, membrane adhered "' • ...... .. ...... Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. . • • : • • • Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4V le jo4ap. (fpj. • • . base sheet only). ...... . .. ..... • Membrane: Elastoflex S6 G, hot asphalt applied .. .. .... ...... Surfacing: See General Limitations Below. : ":' : • • . . . . ...... Deck Type 1: Wood, non -insulated '.:..' Deck Description: Min. 19/32" plywood or wood plank System Type E(3): Base sheet mechanically fastened to deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. ' • • • • • • Y • • • • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. Thi flashing taDVshall be . ...... pressed in place and formed around the protrusion to ensure a tight fit. A second la :.*.r.VPolystick shall be • applied over the underlayment. " • • • • • .... .... . . .... .... ..... GENERAL LIMITATIONS: • .. .. .... ...... 1. Fire classification is not part of this acceptance. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Pdlystic k MT14114•may be* used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rov f ileasystems apo quarrx • • • • slate roof assemblies. • Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR -Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR -Xe Elastoflex TU TU P Tile Pro Dual Pro S6 G Plus TU Max MTS Plus Winter Haven FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro r"rlus Flat Tile Prohibited 4:12 6:12 6:12 5:12 • U 22 without battens •' • * • • Profiled Prohibited 4:12 6:12 6:12 4: 6; 12 Tile without battens " The above slope limitations can be exceeded only by using battens in accordance with the A.pprovgd 'Dile Syste�T}; • • • Notice of Acceptance and applicable Florida Building Code requirements. When battgTt.Vt requtrpo. gtey shall.... be utilized during loading and installation of tiles. .. • ... . • • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dsop;ing of •' • • tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for 14 ung procedyre —.two tiles • • •; laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total Sf LOres — for all underlayments except Polystick MTS which shall be loaded onto battens. m CL 0 N T ,I1 1�p�=j POL`rSnCKTU Rus NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR -Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPVCIFJC APPI910C0*0'*0IONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECO10190,A)ATIGNS. • •' 0000•• •• 0000.• 1. Polyglass does accept the direct application of Polystick underlayment membranes toww4ddecks. Installers ate,,,; cautioned to refer to applicable local building codes prior to direct deck installation t4t4iM;e this 49teegptable. • Please also refer to applicable Product Data Sheets of the corresponding products. "" "" 600 0 000000 • •• 00000 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edyosaam as perziolyglass• • • • • • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimupel:VO,' metal disk as required in Miami -Dade County or simplex type nail as otherwise allowable in other fegionS, at a bpavm ratV""' of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail 3r ,,%asea para clay ar" on:. • •. the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover 11F*,area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7/12" or greater. It is suggested that on pitch/slopes in excess of 6'/<"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. NOA No.: 17-0614.22 MAMMAD, COUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 C f , t 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). 6666 . . 6666 6666.. PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPEC614 APP1,10ATI;ONS. •' LOCAL CODES MAY SUPERSEDE POLYG SS IOIM 1Vb " LA REQUIREMENTS AND RECO ilk AIONS. 6666.. 6666.. 6666 6666 . . '••.• 0.000' END OF THIS ACCEPTANCE 00.06 66.60. . .0000 -*e- 00:0 000000 6666.. . . . . .0600. 6666.. . . .0000. .. . . 00 0 .. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION MIA 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product V.QnUA SectiQu... (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th&n**At to have this product. or material tested for quality assurance purposes. If this product or material fails to perform h? the accepted manner, the • • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke' bMdily, or suspend the p$� • of such product or material within their jurisdiction. RER reserves the right to revWtel is accelItI64, if it is determined by Miami -Dade County Product Control Section that this product or material fails M meet the requirements ...... ..... • •. . . of the applicable building code. • .. .. .... ...... This product is approved as described herein, and has been designed to comply with; tl1e, fjorida Building Code • including the High Velocity Hurricane Zone of the Florida Building Code. 00000000900 DESCRIPTION: ICP Adhesives Polyset® AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. MIAMI RADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset® AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications ICP Adhesives Polyset®AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® N/A TAS 101 06,10 N/A 30 & 100 00.0.0 . 0000.. 0000 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 0000 • Prodult D•escriptio�t • • • • • • • • 0000.. Two component pdyu?ethane foam adhesive 0000.. 0000 0000 . . ... Dispensing Equipment0000 .0000 00 0000. 0000.. Dispensing Equipmert • • • • • 30 & 100 00.0.0 . 0000.. 0000 PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94-060 257818 -IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTME 108 •••••� ASTM E 84 •••••• TAS 114 .. ASTM D 1623 TAS 101 •••••• TAS 123 ...... TAS 101 • TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30193 } W4 6/94 01/16195 QIA%i96 04%18/12 ez�„1�r2 WV148 12/28/98 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset' AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the aut4gjty having jurisdiction.• . . .... ...... 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is rt!Quired befM14plVication •. of any adhesive. The mix ratio between the "A" component and the "B" component sh1flW maintained'8etweelf 1.0-1.15 (A): 1.0 (B). ...... .... .. . 6. ICP Adhesives Polyset® AH -160 shall be applied with ICP Adhesives Foam DispenseieRTA 000 oreZ • • • • • Adhesives ProPack® 30 & 100 dispensing equipment only. • • • • • • • • • • • • • .. .. .... ...... 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. • • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP:%44Nves • • • • • • Polyset® AH -160 has been dispensed. : ' :*see: 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be in accordance wdala.' 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at see* overlap • . '..,,.• Soo Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal• 17 grams pe;bead... edge) 20-25 sq. inches each.,,:,, ••. bead seat • 000& ••• • • Y Y Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • •34 grams iffier pari„ 00,000 •••••• LABELING: • • • • • • All approved products listed herein shall be labeled and shall bear the imprint or identifiable nmarkAg of the • • :' • •': manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" 04ke Miami - Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 17-0322.03 MIAMI-DAne COuwrY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 NO through plastic cwha nt Pnddy IBs naathTifrJ 4w1roe required! IMtlMdarlmrhl °��� �\ 101R \ 1 Batter"OPOM l ° ~ EtwC•un• 10 F•Kla 21n Ern Clorunr Nail through plastic cement Wien mquired9 L 21n.vrlds pattens •pti•nal peddxil;.orrth Ewa Closure Fascia Nril thrmg0h pl•rtic pddy (t.n••ehTil.i twtAen P•gl/N4 d! 1I14�d�rlsyn°wne a 10 in. 2 in. wAd• Battens . 0 Optional o EaveC,aurse �'r Fasda Weephote 10 in. -2 in. rye desure �• Drip edge Flat/Low Profile 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 onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. •••• • • . •••. .••••• • • • 000090 •• 0000•• Medium Profile/ Double" rdd?ile 0 ;.••.: 0000 •.•• • • •••• w••• ••..• 1. Starting at the eave course,apply a mmlmum 2"• • � • • • (50.8 mm) x 10" (254 W11 ol" (2-1p.1n r) foam ..... paddy onto the underly 44W positioned as shown • • under the pan portion cCf tht tyle closest tv the . • ..:. overlock of the tile being sei. 000090 0 • 2. Continue in same manner. Insure apIfttitmately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 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 onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # Z ���ghp4mit.rmenf prddymono fhT&I bAen mquiredl Und.Aaym.M • • Paddy i9enwth Tile) Und..lLytr.nf .�, tin saOM optlanal s, Eaw[oun• 1 o • + to in`f 2b Fafaa Ear. tlefae Ervr Ur•ur Nail throe It plastic cement bAen mquiredl Paddy i9enwth Tile) Und..lLytr.nf .�, s, 1 arttens optional + Ervr Ur•ur Ewr Cneitir Fs=6 QMIAMPDADE COUNTY • r Flat/Low Profile 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 onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. • 0000. 2. At the second course, applz a rnfgimum 2''r30.8mml •• x 7" (177.8 mm) x 1" (25.4 Mm) foam paady0ento thg...:. underlayment positioned 09124M under thg strengthening rib closest to We 0ove00 rlock oj.0 the : • • � • 0 • • •• being set. •• 00000••�••• 0 •• 0000. 0000.. 3. Continue in same manner. Ills draaapproxim;ctely 10" 0 0. (64.5 cm2) - 12 (77.4 cm2) squainch adhesive 0 0 0 0 t" 0 contact with the underside of the tale. ;...:0 .0000.. • • • • . • • .. • • . • 0000 Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 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) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Nall through pbstic ca lwhan ret ulroo Paddy IBanwhTile) uau..�,�ren.at ,2r C 2 IfL �'�,. Nate.n: optloeal Eave Couase ascin w•wti•+• 101n. 211. EMV dvWM orip adpa 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 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) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. . • • • .... ...... 2. At the second course, apply a4nirnmum'T'(.5CC8mm) • • x 7" (177.8 mm) x I" (25.44rt►rr foam paddy onto thg • • • • underlayment positioned asoftWr2 under the gan portion of the tile closest to IN overlock•o.f•tjV'tile ..... being set. • • • 3. Continue in same manner. Irj4vg proximately l7" (109.7 cm2) - 19 (122.6 cm2;square inchp0bg:iye "• • contact with the underside of the tile. • • • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 =doougtii PUS c cadent Padtlq ibettreen deg Battens optional ° • vatldyhtnde►tlkl catwolde 1][4b1. < 2 i 21. asaa ta.ectoslee RaMaw Profile The ftldm optasdc�rrt Singlepaddlrandertiie t>bm reg0kedl Paibetwm tile:) B» Paddlr (ueder tW IOPUMM sbyle onecop �iz4in. z4 oi�. 2in. Eave Qasare Esve Course Fascb Medium ProflleTUe aMLAMMADECOUNTY 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insurg • • 0 approximately l 7-23 in' (105.7-148% rvij of • • • • ; • adhesive contact with thg VbdDrside of -the the 0000.. .. 0000.. 0000.. 0000.. 2. Apply a 4" (101.6 mm) � •4'► ('1y01.6 run*! l " (25 4� ... mm) foam paddy onto the thtierlayment just beloi%: the second course line pbSi�fo'&d foak p" 0 0 0 9 0 0 0 under the strengthening 1b for flat tile, or under the • 0 0 0 00. pan portion of the tile, closest 1p the wderlock for • • • • • • 000 the second course tile to pe installed. 0>'nsu0re • 0000.. approximately 8-9 int (57,6,580.1 cm2tof tdbesive' 0 contact with the underside of the tile. • • 00 (Instructions continued on next page) NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) eai) dnroagln pin& e paddy under toe (when •equirtmD pafttbet•reentiles) amens ) Pdddy(randertae) 1.. an swe pa� Wnp�de .ct ,`i`` T Eane Warne Weephole tofu Zip. Envcksure Ddpedge High Ptvlllene MIAMI RADE COUNTY UNN"WIT11 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %" (19 mm) paddy on top of the eave course tile 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 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square irr%Ir adhesive contact with t* underside otthe t le at the head of the tile. Continue in same ma%tr. . • • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 a ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications in contact with the pan tile. when required) 2) Tum coven upside down. Place adhesive in to 1 in. from outside edge of cover tile. Then Install the tile. Ensure 20 to 25 sq. in. contact area.. o ft - Underlayment e (motor shown) Fascia Remove top portion of the eave course cover die. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and 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 onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. ease Y • • . 000e ecce:• 2. Continue in same ma;%ejebrtnging*uw pal • • courses up toward the JldW. Insure • • 000000 approximately 65 (4114.Sm'.) — 70 (45'1.6 cmZ) :60009 square inch adhesive omac+tewith t�ils%0&rside. a e e e of the pan tile. 000 • e e • • • e • .0 0000. • e 3. Turn covers upside do*ti exposing the ynderside of the tile. Apply a minimum " (25.4 mm) x 10: • • • • • • ...... (254 mm) bead of adhe�lve directly vn fhe inner edge of each side of the'rgfer tile. I -cave* e e • approximately 3/4" (19 mm) to 1" (29.+1•lflm) from the outside edge of the tile, inward, free of foam to allow for expansion. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cmZ) 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11 M wmaI nar e � Florida Department of m FLORJbA Environmental Protection Regulatory and Economic Resources Air Quality Management Division Division of Air Resource Management 701 N.W. 1 st Court, 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLATILON ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ❑ ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO (� U IF RENOVATION: V O IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO File # Jul n A 7f14 IS ITA PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Process # I. Facility Name qir Quality Address Ua _ l it City State Zip County ^IVISIOfI Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Building Age in Years Prior Use: ❑ School/College/University ❑ Residence ❑ Small Business Other Present Use: ❑ School/College/University ❑ Residence ❑ Small Business Other II. Facility Owner Phone ( ) Address City State Zip Ill. Contractor's Name Phone (� Address City State Zip Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES ❑ NO • • • • • IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) ; . • • "•' •"•;' Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/dd/y start:0•�.Firysh: •. 0000. • 0000•• V. Description of planned demolition or renovation work to be performed and methods td beemployed, including em ion or renovation•techniques to - 0000•• • • • be used and description of affected facility components. • • • • • • • Procedures to be Used (Check All That Apply): 00000• • •• •...• ❑ I Strip and Removal I ❑ I Glove Bag ❑ I Bulldozer • Wreckingriaill• *0000 ❑ Wet Method ❑ Dry Method ❑ Explode :14Eurn Down • • OTHER: • • 000000 0000• VI. Procedures for Unexpected RACM: • • : • •. : • • •: VII. Asbestos Waste Transporter: Name Phone ( ) • • • • Address City State Zip VIII. Waste Disposal Site: Name Address City State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amotant of RACM or ACM*11 This is to certify that the required notification(s) square feet surfacing material square feet cementitious material regarding asbestos have been submitted in linear feet pipe square feet resilient flooring corlip 0ari rth applicable re [at i S. cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner/Operator) (Signature of Owner/Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date Received ID # 161_01-158 7/13 DISTRIBUTION: White-RER Yellow -Applicant Pink -Reserve Gold -Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62-257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. 3 INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62-257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). If the notice ' i s ave een c ed or added. Check to indicate ether the project i '++ �rrvation. If you check demolition, was itASUg , a local governmen agency? If so, in addition to the informatiW!'� uir ori, the f t, ame of the enc orderingthe demolition, •L:ie•title of tli �� r n�ant��� ft e ancy`iea`utTionty or e agency order the demolition the date .:, t4, ordj6�nd t e d�+� �dered to begin.A c of th�order must also be attac d to the notification. ;••••; If you�(J"ck regV�gtion, is it an emerg novation operation? If so, in ad ition to the information required arztbe for%,.W rie�rLc�j��l' 2c Ti ^�^ '�� �'� ���"�� - `` - - -ncy ccurred, the description of the •saflden, u;exWe:t eyerit,1Aq ,an explanation o,W,Q t4 went caused unsafe cond ions or would cause equipment 'tWNe or �NLnr asoil'iblci financial burden. you checked renovation and it is planned renovation operation, Tease note that th nc i,�� i fo a �rjod n a r f uary 1 through December 31. * � P� p p � . �i� . � 1 :4...:Complete lh6lf,�(%itY:information. This section describes the facility whey the renovation or demolition is • • schet�':I:,�I:This acfd*ess=wi4l be used by -tie E3epartmen-H e project site. Provide the name of the consultant or firm that conducted the asbestos site survey/inspection. For "prior use" check the appropriate box to indicate whether the prior use of the facility is that of a school, college, or university; residence, as "residential dwelling" is defined in Rule 62-257.200, F.A.C.; small business, as defined in s. 288.703(1), F.S.; or other. If "other" is checked, identify the use. Please follow the same instructions for "present use." Complete the facility owner information. III. Complete the contractor information. IV. List separately the scheduled start and finish dates (month/day/year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62-204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i).) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. petmtcr Florida Department of MIMI®DADE 1fFLOmA Environmental Protection Regulatory and Economic Resources Air Quality Management Division Division of Air Resource Management 701 N.W. 1st Court, 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS REN �rMiam' Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLAOD TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION El RENOVATION ❑ ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO JUL p 8 [019 IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO File #_r it Q lality IS ITA PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Pr # 1. Facility Name MM Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Building Age in Years Prior Use: ❑ School/College/University ❑ Residence ❑ Small Business Other Present Use: ❑ School/College/University ❑ Residence ❑ Small Business Other II. Facility Owner Phone ( ) Address City State Zip III. Contractor's Name Phone ( ) Address City State Zip Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES ❑ NO 0000 •• IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) • • • • • • • • • • • • Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/dd/yyfStart: •••.Firysh: • 000 •• ••• V. Description of planned demolition or renovation work to be performed and methods to be employed, including aemollition0• or renovation tech niqu•es•to� be used and description of affected facility components. 0000•• • �••••� • Procedures to be Used (Check All That Apply): .. •... . .. .. �.. • ❑ Strip and Removal ❑ Glove Bag ❑ I Bulldozer Wreckiil •"l• ••••• ❑ Wet Method ❑ Dry Method ❑ Explode • urn Down • • OTHER:0 0 i•••i• 0090• VI. Procedures for Unexpected RACM: • • 9 • : 0 09 : • • • • i VII. Asbestos Waste Transporter: Name Phone ( ) • • • • • Address City State Zip VIII. Waste Disposal Site: Name Address City State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. 1 / , Ambunt of RACM or ACM* This is to certify that the required notification(s) square feet surfacing material square feet cementitious material regarding asbestos have been submitted in linear feet pipe square feet resilient flooring compNeingeowith applicable re lati S. cubic feet of RACM off facility components square feet asphalt roofing"' RERAfficial Signature Date *Identify and describe surfacing material and other materials as applicable: '"- :r- 1 L I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner/Operator) (Signature of Owner/Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date Received ID # 161_01-158 7/13 DISTRIBUTION: White—RER Yellow—Applicant Pink—Reserve Gold—Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62-257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62-257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demoliti If you chec informatiorp"Oly • IhL"Vtle of IV PE oft he order] 4rid vemomion, was on the form, the i.AGting on beha J t(Mdered to I :....: If you c'hec d reMova i of ul j n • )j1;0e forrrl;tl'e wrm,1%gw*erator must prov '.sudden, unexpev evvwj anatic M70 r a local governrr vide the name of ority for the agen U—thec��a� iso be ati ionuoperrattiolni If so, in date aid b,@ur the emerger un •f:laage or err an ason financial burden. I4iecked reno_ationa it Is �lease note that th ndtlCj%tf�t9i43e 57 eed a calendar year of J; ...... . . . . agency? If so, in addition to the agency ordering the demolition, 0 order the demolition, the date ed to the notification. ition to the information required occurred, the description of the ;ions or would cause equipment planned renovation operation, wary 1 through December 31. ;j.•�.:Complete In fa.0lip6Wib7 escribes the facility where he renovation or demolition is scheailed:T is address will be used by the Dep-ar�e Tf(McW9400bUie roject site. Provide the name of the consultan or��liieda vey/inspection. For rior use" check the appropriate box to indica w ether the prior use of the facility is ha 0Ilege, or university; residence, as "residential dw " ' 4ad.<ia-Ruir"fY2=257:200, F.A.C.; small business, as defined in s. 288.703(1), F.S.; or other. If "other" is checked, identify the use. Please follow the same instructions for "present use." 11. Complete the facility owner information. III. Complete the contractor information. IV. List separately the scheduled start and finish dates (month/day/year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62-204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i).) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. rVFLOR�iA Florida Department of '"'®°iAiD1 Environmental Protection Regulatory and Economic Resources I lowDivision of Air Resource Management Air Quality Management Division 701 N.W. 1st Court, 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ❑ ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO FiMcewsjO IS IT A PLANNED RENOVATION OPERATION? ❑ YES El NO PrI. Facility Name Address City State Zip County Site Consultant Inspecting Site Air Building Size (Square Feet) # of Floors Building Age' Years Quality Prior Use: ❑ School/College/University El Residence El Small Business Other0anagement Division Present Use: ❑ School/College/University ❑ Residence ❑ Small Business Other II. Facility Owner Phone ( ) Address City State Zip III. Contractor's Name Phone ( ) Address City State Zip Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES ❑ NO �••••� IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) ; • • • • • •' ' • • •; • Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/dd/yyfStart: •••.Firush: '. V. Description of planned demolition or renovation work to be performed and methods to be employed, including lem ition or renovation techniques to be used and description of affected facility components. • • • • • • • • • • • • Procedures to be Used (Check All That Apply): • • ...... . .. ..... ❑ Strip and Removal I ❑ I Glove Bag ❑ Bulldozer Wrecking•Bail• ••••• ❑ Wet Method ❑ Dry Method ❑ Explode • urn Down • • OTHER: • • • • ••••• VI. Procedures for Unexpected RACM: 000 • : • . • : 0900 9 VII. Asbestos Waste Transporter: Name Phone ( ) • *00 • Address City State Zip VIII. Waste Disposal Site: Name Address City State Zip IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ACM* square feet surfacing material square feet cementitious material linear feet pipe square feet resilient flooring cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: This is to certify that the required notification(s) regarding asbestos have been submitted in compllangerwith applicable regulations. t RER Official Signature Date certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner/Operator) (Signature of Owner/Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date Received ID # 161_01-158 7/13 DISTRIBUTION: White—RER Yellow—Applicant Pink—Reserve Gold—Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62-257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62-257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked demolition, was it ordered bl the State or a local government agency? If so, in addition to the information r`quired on t orm, t e owner operator must provide the name o e cy ordering the demolition, . tbe.title oPt� }person as ons on behalf of the t i r the agency to or r the demolition, the date the ordCr, .-tid the Aatrordered to begin. U95 also be attached t the notification. ...:..If you checked rcn nation is it an emerg on. If so, in addition o the information required • on the forn'I'tf1� ow 15erator rso�i�e t�ei �ARO\dency occu ed, the description of the •'s'udd'en, unexpected ev$.,:pd an explanation o ow the event caused unsa e conditions r would cause equipment ..... .. . .. ... age o�FytlfireasA�� ble fie N.*f*, n. If y6u,�e�cnWbt and it is a pla ned renovation operation lease note tk1at the nc�tie.is e ective dor a p nuar 1 through December 31. ...... . . . . `'IC;ialATU F:: I. . CorrfjilW:he facie, ity.in{ormation. is he r novation or demolition is 00000 sch 0dul� d; Th is ad kess vA�Gti}�'Eused by the Dep r enE �spector to locate the prof t site. Provide the name of the cCATItant or Nfm that conducted the asbestos site survey/inspection. For "prior se" check the appropriate box to indicate w4e&W. , k� �;Qfi h ids { � ��r re, r university; residence, as "residential dwelli " is defined in Rule 62-257.ZtTU A.C.; sm'al business, as d ined in s. 288.703(1), F.S.; or other. If "other" is i,�� P ewe follow the same instruc ' s for "present use." II. Complete the facility owner information. III. Complete the contractor information. IV. List separately the scheduled start and finish dates (month/day/year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62-204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(0.) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. Asbestos Business License # ZA0000218 Mold & Asbestos Surveys & Removal * Phase 1 Environmental Assessment * Air Monitoring & Analysis May 31, 2019 St. Rosa of Lima 415 Northeast 105 Street Miami Shores, FL RE: Roof Asbestos Survey St. Rosa of Lima 415 Northeast 105 Street Miami Shores, FL Dear Sir, P311salsED JUL 0 8 2019 Air Quality MReporet #e QOWRAS Pursuant to your request, ETS Environment, Inc. has performed a Roof Asbestos Survey on May 29, 2019 at the above referenced site. . • • • • • . . .... ...... SURVEY LIMITATIONS .... .... . . This inspection report is the result of a diligent search of the facility for.,;j egos ;onfaining . roofing materials (ACRM). All samples were readily available to our surveyof .The scrip@ af'this ... , inspection was to perform a survey of roof surfacing materials for suspect 4CV.;Therefore only •� roofing material was sampled and all other building materials are NOT included in thil.asliastos survey. .. ...... .. . • .00. 0000 LABORATORY METHODS Each sample was returned to the laboratory at ETS Environmental, Inc., logged, and stored for analysis. All analyses were performed using the Polarized Light Microscope (PLM) Method 40 Ch. 1, Pt. 763, Subt F, App. A Pgs. 293-299, 1-1-87 ed; (Polarized light microscopy in conjunction with dispersion staining). The scope of our investigation consisted of the following: • Five (5) random locations of roof system materials were chosen by our Certified Technician to secure bulk samples for analysis. • Samples for asbestos analysis were taken on any visibly potential Asbestos Containing Materials (ACM). Samples were placed in plastic bags and labeled for further analysis. • All secured bulk samples were analyzed by Polarized Light Microscopy to verify asbestos content. 0 Preparation of final report. SITE DESCRIPTION The south side flat roof of the northeast building is built-up bitumen with a granulated covered surface. There is a drip -edge along the perimeter of the roof. The total roof area surveyed occupies approximately 1,350 ft. CONCLUSIONS Based on our survey and bulk survey analysis, it was evident that NO asbestos containing materials (ACM) were present in the samples taken. ACM is defined by the EPA as a material containing greater than or equal to 1 percent asbestos fibers. However, OSHA regulations may require special handling of materials containing less than 1 percent asbestos fibers, including, but not limited to, manifested disposal of material, on-site supervision by a "competent" person and air monitoring. CLOSING REMARKS ETS Environment, Inc. greatly appreciates the opportunity to provide quality environmental services at a reasonable cost. It has been a pleasure working with you and we look forward to doing so again in the future. Should have any questions or comments, please do not hesitate to call our offices at any time. . . .... ...... Charles Parson .. ... ...... .. ...... AHERA Inspector Certificate No. 174929 • .... .... . . Respectfully submitted, • • • • • • • • ..... ...... . .. ..... .... .... ...... . . . . ...... Dennis Emerson, I.H. • • . ; . • • • ; AHERA Inspector Certificate No. 174930 ' I hereby certify that the Roof Asbestos Survey conducted on May 29, 2019, at St. Rosa of Lima, 415 Northeast 105 Street, Miami Shores, Florida, was performed by Charles Parson an A.H.E.R.A. Certified Inspector utilizing the code of the Federal Regulation Standards, 40 C.F.R., Part 763, Subpart E, Section 763.80-763.99 and the State Asbestos Regulations, Florida Statues 469.003. ansa•.,.,_ ReMctfull 1t:bip'r y Bruce; Nairchette Z F1orld�•Licens'ed 4s€ bstns-Cotksultant Licens6# I00000.41,-1 xp :i v. 30, 2020 r ETS BULK SAMPLE TRANSMITTAL FORM Client: St. Rosa of Lima Project: St. Rosa of Lima 415 Northeast 105 Street Miami Shores, FL Report #: FL19-0661RAS Date Collected: 05/29/19 SAMPLE # LOCATION OF SAMPLE DESCRITION CONDITION ASBESTOS 1 Field Membrane F.C. NAD 2 Field Membrane F.C. NAD 3 Field Membrane F.C. NAD 4 Field Membrane F.C. NAD 5 Field Membrane F.C. NAD .. .. .9c0.0 9 0. 0009 0000 0000 0000 .090 0..9 00.0 0000.. . . 00001 . . •.0. . . 0.00 Sampled by: Charles Parson NAD = No Asbestos Detected SAMPLE CONDITION CODES G.C.=Good Condition F.C.=Fair Condition P.C.=Poor Condition P.D.=Physical Damage W.D: Water Damage F=Friable N.F.=Non-Friable H.Con.=High Contact M.Con.=Moderate Contact L.Con=Low Contact El. 12334 73 Court North West Palm Beach, FL 33412 (561)333-0624 ANAYLICAL RESULTS Project: St. Rosa of Lima Lab Code: 0463 Sample Anal. Sample Item Description Asbestos Percentage Percentage & Type Percentage Number Init. & pe Identified Non -Asbestos Fibers Non -Fiber Mat. 1 DKE Membrane NAD 10-12 Fiberglass 70-75 Matrix 15-18 Cellulose 2 DKE Membrane NAD 10-12 Fiberglass 70-75 Matrix 15-18 Cellulose 3 DKE Membrane NAD 10-12 Fiberglass 70-75 Matrix 15-18 Cellulose 4 DKE Membrane NAD 10-12 Fiberglass 70-75 Matrix 15-18 Cellulose 5 DKE Membrane NAD 10-12 Fiberglass 70-75 Matrix 15-18 Cellulose . . . .. ...... ...... .. ...... . . .... . . .. ..... . . .. .. . .. ...... . . . . ...... Dennis merson�H NAD = No Asbestos Detected Analyst 9999 . . . . .9.• .....9 9999.. •. ...... 900.00 . . . 9999.. 9999 9999 . . 9 9999 9999 9999. . . 9999.. . .. 9999. 9 . 9. .. 99.. 0000.0 ....9. 00 . . . . 09990• 9999.. . . .00.0. 0.:..0