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RF-07-22-1773
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: RF-07-22-1773 Permit Type: Roof Work Classification: Flat Permit Status: Approved Issue Date:08/12/2022 Expiration: 02/13/2023 Location Address Parcel Number 415 NE 105TH ST, Miami Shores, FL 33138 1122310430010 Contacts EDW A MCCARTHY-ARCH BISHOP Owner Isaacs Roofing Applicant 9401 BISCAYNE BLVD, MIAMI SHORES, 33138 Alain Gonzalez Business: 3057580539 MPINDER@SRLSCHOOL.COM 17225 S. Dixie Hwy 17225 S. Dixie Hwy #200, Palmetto Bay, FL 33157 Mobile: 3862593056 Business: 3052345234 abigail@isaacsroofing.com Home: 3052345234 ISAACS ROOFING & INSULATION CORP Contractor ALAIN GONZALEZ 17225 S DIXIE HWY SUITE 200, MIAMI, FL 33157 Business: 3052345234 abigail@isaacsroofing.com Mobile: 7862779756 Other: 7862779756 Ins ection Requests: Description: RE -ROOF TPO AT CONVENT ROOF Valuation $ 71 500.00 305-762-4949 Total Sq Feet 490.00 Fees Amount Application Fee - Other $50.00 CCF $43.20 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $21.60 Roofing Fee $200.00 Scanning Fee (Manual) $12.00 Technology Fee 525.00 Total: $358.05 Building Department Copy Payments Date Paid Amt Paid Total Fees $358.05 Credit Card 07/13/2022 $50.00 Credit Card 08/12/2022 $308.05 Amount Due: $0.00 In consideration of the issuance to me of this permit, 1 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 reaulatina construction oniaad�na. I%the rrrtr�elIMhorize the above named contractor to do the work stated. Authorized Signature: Owner / Appp ic>i� Contractor / Agent Date August 12, 2022 Page 2 of 2 Miami Shores Village JUL 13 ZOZ2 Building Department BY-. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. rri---67-22—_ 1-r73 PERMIT APPLICATION Sub Permit No. GBUILDING ❑ ELECTRIC 2rROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11 S Ni�j I o S T' S i-r>✓-c-+- City: Miami Shores County: Miami Dade Zip: 33 l3 $ Folio/Parcel#: 1I- 27-31 - Oq 3- ntj I n Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Air C.hdI ocfd e of M 1 a rn 1 Phone#: 30S- 762 Address: 11A 01 13 1 S c a,.4 h •G Bi sz City: Min m•I 5h0r1rj State: F1 o ri 010 zip: 33 13 R Tenant/Lessee Name: Phone#: Email: ry)FIetd'C ✓ 0 S'Y IS C'A001 • C orVI CONTRACTOR: Company Name: +S/1n r S R0,4-o via & 1 n S U I anon Phone#:.i o.r 7 R4 S2'a 2 Address: I722—S S b1 k1-P h"to • Z+rf 2.00 1 City: Po I rh P-Ft-o Oa % j State: P 1_ zip: 331 S �- Qualifier Name: PI n 1 n 50r1 2 a 1- -L Phone#: 7RG,- 277 - 97 S A State Certification or Registration M C C C / 3 2 S S S 6 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State:Zip: Value of Work for this Permit: $ 7 I, .SO 0 . (7 C) Square/LinearF-,000ttage of Work: 4 C1 0 Type of Work: ❑ Addition El Alteration ❑ New R Repair/Replace ❑ Demolition Description of Work: Re- kc1nl- -TPC) o+ Convent- Roc, F• Specify color of color thru Submittal Fee $ �• CV Permit Fee $ Zoe -to CCF $ q.3• zo CO/Cc $ Scanning Fee $ I Z-W Radon Fee $ 2. 57J DBPR $ 3. 7S- Notary: Technology Fee $ ZS. Ors Training/Education Fee $ Zl. Lob Double Fee $ Structural Reviews $ Bond $ TOTALFEENOWDUE$ (Rewsed02/24/2014) 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � OWNER or AGENT The foregoing instrument was acknowledged before me this 4Tu dayof 20 ZZ by jH«#7AS U.��✓S/�. who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: pw -iL I�f'�¢-Z'frUSKa Seal: �"•'!••"•• PAWELKOBRZYNSKI ••`�_ MY COMMISSION# NH 062310 EXPIRES: November 17, 2024 44}}}}}}} APPROVED BY Signature ( I:i�� CONTRACTOR The foregoing instrument was acknowledged before me this 2 -7 day of tune 20 Z2. by Al a r n Goh-Z-Q lx.-L who is personally o-=wn to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as #}#t#44#!!kt!!t!■!!litti}#}###4#t!lY 4t44t!!tt}4}!!4tlittitt}ttt Z1 Plans Examiner Structural Review Zoning (Revised02/24/2014) Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form Master Permit Number: Contractor's Name: Isaacs Roofing Job Address: 415 NE 105 St. ❑ Low Slope Section A (General Information) ROOF CATEGORY ❑ Mechanically Fastened Tile CITY COPY pr gib W—Yillage Zoning Dept. Subject to ❑ Mortar / Adhesive Set Tile ng ❑ Asphaltic Shingles ❑ Metal Panel/ Shingles ❑ Wood Shingles / Shakes ROOF TYPE ❑ New Roof ❑ Repair ❑ Maintenance 10 Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (ftZ) 4900 Steep Sloped Roof Area (ft2) Total (ft2) 4900 Are there gas vents on the roof? 0 Yes O No If Yes what type? 0 Natural 0 LPX Is there an existing roof top Solar System? 0 Yes E) No If yes will it be reinstalled? 0 Yes G) No Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 70' ENXERED JUL 13 2022 41' dWTERED JUL 13 2022 BY: Florida Building Code 7th Edition (2020) High Velocity Hurricane Zone Uniform Roofing Application Form Section C (Low Sloped Roof Systems) Fill in Specific Roof Assembly Components and Identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF Product Approval # FL36730-R36 System W-68 Design Wind Pressures, from RAS 128 or Calculations: Zone 1': 37 Zone 1: 64 Zone 2: 84 Zone 3: _ 115 Max. Design Pressure, from the specific product approval system: Deck Wood Type: Gauge / Thickness: 3/4" Slope: 1/8":12" Anchor/ Base Sheet & No. of Ply(s): SOLO Anchor/ Base Sheet Fastener/ Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: n/a Base Insulation Fastener/ Bonding Material: n/a Top Insulation Layer: 1.5" I5o Top Insulation Size and Thickness: 1.5" Top Insulation Fastener/Bonding Material: 3" Screws and Plates Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/ Bonding Material: n/a n/a Ply Sheet(s) and No. of Ply(s): n/a Ply Sheet Fastener/ Bonding Material: n/a Top Ply: 060 TPO Top Ply Fastener/ Bonding Material: Drill-Tec #14 Screws and Plates Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1' 54 " oc @ Laps, # Rows 1 @ 6 " oc 45 6 Zone _"1 oc Rows_ @_, oc Zone 2 34 " oc @ Laps # Rows 1 @ 6 " oc Zone 3 24 " oc @ Laps, # Rows 1 @ 6 " oc Number of Fasteners Per Insulation Board Zone 1': Zonel: Zone 2: Zone 3: Illustrated Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufactures Detail; that Comply with RAS 111 TPO mech. fastened over ISO and SOLO over plywood deck -bar fastened 6"oc nd Stucco stop 0 FT. Parapt Height 10 FT. Mean Roof Height 'rF,F,ED JUL 13 2022 BY: OlyVent PRODUCT DESCRIPTION The OMG OlyVent is engineered to prolong the life of the roof system by reducing moisture within the roof system and trapped air pressure within the building. The one-way vent allows trapped air pres- sure to escape while the two-way breather, combined with the one-way vent, will help reduce moisture. Trapped air pressure and moisture can cause a reduction in thermal protection of the insulation and roof membrane system leading to roof deck damage. Available as either one-way vents or two-way breathers, the OMG OlyVent offers many unique features for better performance and design. FEATURES & BENEFITS is The one-way OlyVent features a Ouro Nitrile rubber valve, allowing trapped air pressure to escape which helps to reduce blistering of the roof system, and damage to both roof insulation and the roof structure. • Made from heavy gauge, spun aluminum for strength and durability. • The conical shape and wide base opening allows for greater performance than standard, cylindrical designed vents. • The conical shape allows for easier installation and a better performing flashing detail. G' ly 0 OMG. ROOFING PRODUCTS 153 BOWLES ROAD, AGAWAM, MA 01001 USA 800-633-3800 413-789 0252 OMGROOFING.COM Copyright O2015 GMG, Inc. All rights reserved. RJF"cEivE;1D AUG • A simple identification feature distinguishes the one-way vent from the two-way breather, allowing for roof inspections to be, completed quickly and thoroughly. • The vandal -proof cap design provides security while preventing entry of wind-blown rain or snow. • The versatile, one-way vent and two- way breather can be used with either single ply or BUR applications. APPLICATION Recommended spacing is one OlyVent or Breather every 1,000 square feet, however final installation placement is by the recommendation of professional engineers and roof cover manufacturer as well as using a proper combination of one-way vents and breathers. Cut a 4-inch diameter opening through membrane and insulating material, remove membrane and material to vapor barrier or deck and attach vent to roof deck with appropriate fastener. Flash in accordance to roof cover manufacturer's instructions. The OMG OlyVent is also available in TPO and PVC coated metal for welding directly to TPO and PVC membranes. As with all building materials it is the responsibility of the installer to review its usage with a design professional to confirm safety. compatibility and acceptance with the roof cover manufacturer as well as local building codes. a PHYSICAL DATA The data below is constant for all OMG OlyVents. Height: a" Quantity:8 Base Diameter: It" Size:!ri• Diameter Stack Diameter at Base: 5" Valve Material: Body Thickness: Duro Nitrile .051 Aluminum Diameter..4" Recommended: Markings: 10 lyVent One-way or Two-way every 1,090 sq. ft. Thickness:.051 Aluminum ORDERING INFORMATION DIMENSIONAL CAT. NO. DESCRIPTION PKG WEIGHT OV1 WAY 1 way vent 25 22 tbs. OVIWAY-TPO Tway vent 25 22 tbs. OVI WAY -PVC T way vent 25 22 tbs. OV2WAY 2 way breather 25 20lbs. OV2WAY-PVC 2 way breather 25 20 lbs. Superior productivity. Superior performance. 013111112 j a 93ie yam® a Digitally signed by Carlos RECEIVED Cano Salom MIAMFDADE D( / Datpet: 0 07.7g103pgq By Air Quality Management Division at 10:37 am, Jul 14, 2022 ida De iA04 C_U D,iparya e: W D91(JJ&1 }f 8jjlt-Ewnomic Resourct nmental Protection Environments, Resources Manageme 701 NW 1st Court, 2nd Flo r Division of Air Resource Management Miami, Florida 33136-39• NOTICE OF DEMOLITION OR ASBESTOS RENOVATION T. 305 372 6925 Fax:305-37! miamidade.gde,g. TYPEOFNOTICE (CHECKONEONLY) L � ORIGINAL TYPEOFPRCUECT (CHECKONEONLY) ❑ DEMOLITION IF DEMOLITION, IS RAN ORDERED DEMOLmON? IF RENOV ATION: IS ITAN EMERGENCY RENO VATION OPERAMON7 ISITAPLANNE REhO VATION OPERATION? I. FacilityName `y h Address i � . �"?J to 5 City Utt11A.. 'D OLL�4 ❑ REVISED 0rtr� CANCELLATION i1g.000RTESY El RENOVATION X dOOFING ❑ YES ❑✓ NO ❑ YES ❑ NO File 9_ ❑✓ YES ❑ NO Process Site Consultant Inspecting Site Building Size__ _ (Square Feet) 9of Floors Building Age in Years_ Prior Use: chool/Cdllege/Universriy ❑Residence 05mall Business Other__: Present Use: ool/ ollege/Universlty Resjdence ❑SmailBusiness Other.;,:_' II. Facility Owner r Phone Address c --- City_. State FL Zp__ad /- $, 111. Contractor s Name ` _ c' Phone -30 5 -: 4311 ;3 el — 5 Address City_ �- 11 d� 17 �j/}-l� State R Zip Is the contractor exemptfrom licensure nder section 469A02(4), F S.? ❑YES NO IV Scheduled Dates: (Notice must be postmarked 10 working da ys before the project start date) Asbestos Removal (mm/rid/yy)Start: .1.SFinish: �t) Demo/Renovation (mrNdd/yy)Ste rCSOpnish:l V. Description of planned demolition or reno vailon work to be performed and methods to be employed, including demolition or renovation techniques to be used and description ofaffected facility components. Re -roof by Wet method Procedures to be Used (Check AliThat Aooiv): ❑ Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball rig Wet Method � 0 Iry Method I ❑ I Explode _ _ i ❑ i Bum Down OTHER: VI. Procedures for Unexpected RACK VII. AsbestosWasteTransporter. Name Address 2aea sw 7z A°cw° r ,warm .vet menmd Waste Manati mem Vill. Waste Disposal Site: Name Waste Managernna Aridrocs 2MSW72Avemle FL 7,,. 33155 17721546-7700 City Wami State FL Zip 33156 IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriableACM. AmountofRACMor 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. 1 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.) have read and understood the additional information provided on the bad, of this farm. (Print am 0 Operator) gnature. net/OPeratorl (Da&) (Contact phoneX) RER USE ONLY Postmark/Date Received ID 9 161 Ui-156 loth O1smistm0N: White-REa Yeltow-Applicant Pink-eeserve Gold -Reserve RECEIVED 3y Air Quality Management Division at 10:16 am, Jul 14, 2022 July 8, 2022 St Rose of Lima School 415 Northeast 105 Street Miami Shores, Florida RE: Roof Asbestos Survey St Rose of Lima School 415 Northeast 105 Street Miami Shores. Florida Dear Sir, Digitally signed by Carlos Cano Salom Date: 2022.07.1410:16:55 -04'00' Report 4: FL22-0664RAS Pursuant to your request, ETS Environment, Inc. has performed a Roof Asbestos Survey on June 30'" 2022 at the above referenced site. SURVEY LIMITATIONS This inspection report is the result of a diligent search of the facility for asbestos containing roofing materials (ACRM). All samples were readily available to our surveyor. The scope of this inspection was to perform a survey of roof surfacing materials for suspect ACM. Therefore. only roofing material were sampled and all other building materials are NOT included in this asbestos survey. 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: • Eight (8) 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. • Preparation of final report. FACILITY DESCRIPTION The roof of the building is a built-up bitumen roof with a granulated covered surface over a wood roof deck. There is a parapet wall with flashing along the perimeter of the roof. The total roof area surveyed occupies approximately 2,850 S.F. 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 and questions or comments. please do not hesitate to call our offices at any time. Charles Parson AHERA Inspector Certificate No. 01142104AM Respectfully submitted, Dennis Emerson ` AHERA Inspector Certificate No. 09182008AM I hereby certify that the Roof Asbestos Survey conducted on June 30`R 2022. at the St Rose of Lima School, 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. °,62t0696g„°6pP Rcsucctfully$ttuS°"° ° n c?�A••a�°�eoe4=Fo �'9f e RVdOER ° Ii•: m rucc Nl�gr�tette, ('77o q9 ,f���REs Florida LkAised ri�rErpgD4� ootisulgant License 4 V0�6O1 Pta�p°°�'�'0. 2022 ,1i11S. Inc. °°°;�cF • tLw •.�¢,�,°6°® °°0a�< ANARGN6eoa° Client: Project: Report #: TS 644V�.a*41*4", 44%6a BULK SAMPLE TRANSMITTAL FORM St Rose of Lima School St Rose of Lima School 415 Northeast 105 Street Miami Shores, Florida FL22-0664RAS Date Collected: 06/30/22 SAMPLE # LOCATION OF SAMPLE DESCRITION CONDITION ASBESTOS 1 A/C Vent Flashing F.C. NAD 2 Parapet Wall Flashing F.C. NAD 3 Parapet Wall Flashincr F.C. NAD 4 Field Membrane w/ Insulation F.C. NAD 5 Field Membrane w/ Insulation F.C. NAD 6 Field Membrane w/ Insulation F.C. NAD 7 Field Membrane w/ Insulation F.C. NAD 8 Field Membrane w/ Insulation F.C. NAD 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 fT15 &�, x, 140o6a 12334 73 Court North West Palm Beach, FL 33412 (561)333-0624 ANALYTICAL RESULTS Project: St Rose of Lima School Lab Code: 546 Sample Number Anal. Init. Sample Item Description Asbestos Percentage & Tv a Identified Percentage & Type Non -Asbestos Fibers Percentage Non -Fiber Mat. 1 DKE Flashing NAD 5-7 Fiberglass 5-8 Cellulose 85-90 Matrix 2 DKE Flashing NAD 5-7 Fiberglass 5-8 Cellulose 85-90 Matrix 3 DKE Flashing NAD 5-7 Fiberglass 5-8 Cellulose 85-90 Matrix 4 DKE Membrane w/ Insulation NAD 10-12 Fiberglass 15-19 Cellulose 70-75Matrix 5 DKE Membrane w/ Insulation NAD 10-12 Fiber lass 15-18 Cellulose 70-75Matrix 6 DKE Membrane w/ Insulation NAD 10-12 Fiberglass 15-18 Cellulose 70-75Matrix 7 DKE Membrane w/ Insulation NAD 10-12 Fiberglass 15-18 Cellulose 70-75Matrix 8 DKE Membrane w/ Insulation NAD 10-12 Fiberglass 15-18 Cellulose 70-75Matrix Dennis Emerson, I.H. Analyst NAD = No Asbestos Detected El FeleE. FLORIDA INTERNATIONAL ENGINEERING, INC. I N SIG HT-INNOVATIONHNTEGRATION Florida International Engineering, Inc. 6175 NW 167 St., Bay G-20, Miami, FL 33015 Telephone: (305) 378-1991-Fax: (305) 378-1997 Miami -Dade Lab Certification # 07-0612. 11 -State of Florida ca #27273 ROOF WIND LOAD & FASTENER SPACING CALCULATIONS PER ASCE 7-16 & FBC, 2020-7`h EDITION *Given Data: Job address: Deck type: Slope: Roof Height: Dimensions: 415 NE 105 St., Miami Shores, FL Wood Low slope (1/4": 12" incline). 10 Ft Longer is 70'; Shorter is 41' System Mfr.: GAF FL Approval No.: FL 16730-1136 Roof System: EverGuard TPO (0.60-mil). System Type: D (1); No.: w-61 Prelim. attached Insulation, one or more layers, any combination. *Data provided by Contractor. Design Criteria: Exposure: Wind velocity (V): Topographic Factor (Kt): Risk Factor: Directionality factor (Kd): Exposure Factor IQ: Allowable Stress Design (ASD): Internal Pressure Coefficient (GCPI): Tributary Area: C 170 mph 1.0 0.85 (Rigid Structure -Use Gust 1) 0.85 0.60 +/- 0.18 10 Square Ft. -All Zones III. Design Pressure(P) For Roof System: Per RAS 128, Table I in lieu of ASCE 7-16 Method. F' (Interior Field): -37 psf <-52.5 psf = GOOD (System extrapolation is acceptable). F3 (Exterior Field): -64 psf> -52.5 psf; Increase Fastener Density. Z2 (Perimeter): -84 psf> -52.5 psf; Increase Fastener Density. Z3 (Corner): -117 psf> -52.5 psf; Increase Fastener Density. IV. Perimeter & Corner Areas (based on deck's height): Perimeter Width: 0.6h= 6 ft. Corner Width: 0.2h= Use 3 ft., Corner Length: 0.6h= 6 ft. Z2 (Perimeter) = -84 psf > 52.5 psf-- Increase fastener density. Z3 (Corner) = -115 psf > 52.5 psf-- Increase fastener density. 3UL 13 2022 'BY: Fastener Spacing Calculations per RAS 117/137 Width of sheet: 60 in. Net Width of Sheet: 60-5= 55/12= 4.58 Length to make a Square: 100/4.58= 21.8 No. of Rows: 1 Fastener Spacing per FL Approval: 6 in. Fasteners per Square: 21.8 x 2= 44 Square Foot per Fastener:100/44= 2.3 Fastener Value: 52.5 x 2.3= 120.8 F2 (Exterior Field) Spacing: 120.8 x 144/64 x 45 = 6 in. Z2 (Perimeter) Spacing: 120.8 x 144/84 x 30 = 5.92, 6 in. acceptable. Z3 (Corner) Spacing: 120.8 x 144/115 x 25 = 6 in. In accordance with the design criteria for wind criteria specified in ASCE 7-16, and the 2020, (Seventh Edition) Florida Building Code, the use of the proposed Roof System is acceptable for this application with the following conditions: Preliminarily install insulation panels with Drill-Tec #14 Fasteners and Double Barbed XHD plates w/ min. penetration into Wd deck of % in. Install approved TPO membrane per Net Widths below w/#14 Drill-tec screw and approved Drill-Tec 2" Double Barbed Insulation Plates@6"oc within the 5" lap and 1.75" heat weld., in accordance w/FL Approval & GAF published instructions, as follows: F' (interior): Use 55 in. net width membrane. Fl (Exterior): Use 45 in. net width membrane. Z2 (Perimeter): Use 30 in. net width membrane. Z3 (Corner): l,(wT' jW. flt ,wjdth membrane. Florida No.67 107 •'c is VMBV Florida tZb2L- ENTEIM&D JUL 13 2022 Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3 ZZ 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: S—[.�r.- oc— /_, A. A Property Address: qlS t,1Q LOSSi . Roofing Permit Number: Dear Building Official: I IAA.r, 1no.J-Z�Z certify that I am not required to retrofit the roof to wall connections of my building because: p,Tf a just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions-oi19s4 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida, Miami Dade County Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 3 day of AUQUS't- 20Pd— MERLINECHERY +: •s W COMMUION i HH 262206 Notary Public, State of Florida at Large '"'�i°1Z �� ?a:rv�.=' • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. For Forms and Applications click here: http://bldg.miamishoresvillage.com/WebLink/Browse.aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rev01 142021 Owner affidavit of exemption Page 1 of 1 • ,ticr irk,, : S2S"5t� Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. I ) 1. -i Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. a Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. T� Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. ffo Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. S. -r'_ Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be correcteWNTERED Rev01 142021 Owners roof ng consideration Page Uf 4 3 2n2? BY-. _-- .-_ __ Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.aov 6. l Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided, It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. -+f- Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life f t e roo . Owner/Agent's Signature Date Contrac or ignature Date For Forms and Applications click here: http://bidg. mia mishoresvil lage.com/WebLi nk/Browse.as px?id=118080&dbid=0&repo=Mia mi5horesVillage ENTERED JUL 1 3 2022 Rev01 142021 Owners roofing consideration Page 2 of 2 BY: Florits Wilding Code Online https://www. floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQw... Business & Professional eCIS Home Log In User Registration Hot Topks Sul surcharye stairs a Facts Pub4cazons Contact Us dCiS Site Map Links Search db3 _ pr Product Approval i, USER: public User Product Approval Menu > PmduR or RROicaton Search > 6golkai Lkt > AppllmHon Di FL # FL16730-R36 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer GAF Address/Phone/Email 1 Campus Drive Parlsppany, NJ 07054 (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 Technic iQuestionsGAF@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 03/23/2025 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy, Received Certificate of Independence FL16730_936_COI_2021_0l—COII_NIEMINEN.odf Referenced Standard and Year (of Standard) Standard Year ASTM D2178 2015 ASTM D4601 2012 ASTM D4897 2009 ASTM D5602 2018 ASTM D5635 2018 ASTM D6163 ENTERED ASTM D6164 20 ion ASTM D6222 201J ,y U IL 13 2022 BY: I of 2 4/18/2022, 8:58 AM Floridan tililding Code Online ._I https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQW.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised ASTM D6878 TAS 114 Method 1 Option D 12/16/2021 12/19/2021 12/23/2021 02/08/2022 04/13/2022 2013 2011 FL # Model, Number or Name Description 16730.1 EverGuard TPO Roof Thermoplastic polyclefiin (TPO) roof systems Systems for use in FBC HVHZ jurisdictions Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16730_R36_II_2021_12_10 FINAL_A1_ER GAF TPO HVHZ_FL16730- R36.pdf 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 Other: 1.) The design pressure herein pertains Evaluation Reports to one system. Refer to ER Appendix for all FL16730_1136_AE 2021 12_10_FINAL_ER_GAF_TPO_HVHZ FL16730- R36.pdf systems and maximum design pressures. 2.) Refer to ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Bask next contact Us:: 2601 elalr Stone Me Tallahassee R 32399 Plane: 8S0-487-1824 The state of Florida's an AvEEO empbyer. eopydgM 2007-2013 State of FbttW :: Ethm y Statement :: p •eKL :: Refund! statement Under Fbr da law, email addresses are pubic records. ayou do not want your a -mad address released In response to a public -retorts, request, do not send electronic mail to this entity. Instead, contact the office by phone or by tmddbnal mail. 9 you have any question,, please Contact 850,487.1395. *Pursuant to section 455.275(1), Florida Statutes, effectNe October 1, 2012, keral licensed! under Chapter 455, F.S. must Provide the Department with an email address If they have one. The dome, pmvided may be used for oRloel communication with the kemee. However email addresses are public record. Nyou do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubic. To determine if you are a licensee under Chapter 455, Fs., please click hgfs,. Pnoduct Approval Accepts: RM ® ® E3 Credit Card Safe 2 of 2 ENTERED JUL 13 ZOZZ BY: 4/18/2022, 8:58 AM NEMO I etc. Certificate of Authorization N32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT GAF Evaluation Report 01506.12.13-1-R37 1 Campus Drive FL16730-1136 Parsippany, NJ 07054 Date of Issuance:12/17/2013 (800) 766-3411 Revision 37:12/10/2021 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 Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 71h Edition (2020) Florida Building Code, High Velocity Hurricane Zone (HVHZ) sections noted herein. DESCRIPTION: EverGuard® TPO Roof Systems for use in FBC HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO 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 a 133-page Appendix. Prepared by: Via; ,: �Qtu•6 Vf1::Y Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Florida Registration No. 59166, Florida DCAANE1983 ,'',sssi�uats.I.; Nieminen• P.E. on 2021. This does not serve as an -(�•.• .•*•"O� electronically signed document. d cloc CERTIFICATION OF INDEPENDENCE: 1. NEMO 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. NEMO 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. S. 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. 02019 NEMO ETC, LLC ENTERED JUL 1 3 2-02Z BY: NNEMO etc. ROOFING SYSTEMS EVALUATION: Product Category: Sub -Category: Single Ply Roof Systems Compliance Statement: EverGuard® TPO Roof Systems, as produced by GAF, have demonstrated compliance with the following sections of the 7d' Edition (2020) Florida Building 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. 2. STANDARDS: Section Pro a Standard Year TAS 110 Resistance to Foot Traffic TAS 114, Section 8.9 2011 TAS 110 Wind resistance TAS 114, Appendix C, D or 1 2011 TAS 110 Susceptibility to Hail Damage TAS 114, Appendix F 2011 TAS 110 Susceptibility to Leakage TAS 114, Appendix G 2011 TAS 110 Material standard ASTM D2178 2015 TAS 110 Material standard ASTM D4601 2012 TAS 110 Material standard ASTM D4897 2009 TAS 110 Static puncture resistance ASTM D5602 2018 TAS 110 Dynamic puncture resistance ASTM DS635 2018 TAS 110 Material standard ASTM D6163 2015 TAS 110 Material standard ASTM D6164 2011 TAS 110 Material standard ASTM D6222 2011 TAS 110 Material standard ASTM D6878 2013 3. REFERENCES; Entity Exam Reference Date Entltv Exam Reference Date ERD(TST6009) ASTM 36222(CA) G43190.11.1}1 11/15/13 FM(TST1867) FM 4474 797-09635.267 07/16/14 ERD(TSTW19) ASTM D6163(CA) G40630.01.34.1 01/06/14 FM (TST1867) FM 4174 797-09892-267 10/30/14 ERD(TST6049) ASTM D6164(CA) G40630.01.144A 01/07/14 FM(TST1867) FM 4474 797.1012}283 12/17/14 ERD ITSS1`6049) ASTM D6164(CA) G00630.01.144A4-R1 01/07/14 FM (TST1867) FM 4474 797.1015}267 12/19/14 ERD(TSTSM9) ASTMD6222(IN) 343180.03.14 03/03/14 FM RST1867) FM 4474 797-30210-267 02/05/15 ERD(TST6049) ASTM D6222(CA) 3431M.05.14-111 05/14/14 FM(TST1867) FIA 474 797.10211-267 02/05/15 ERD(rST6MS) ASTM D6163(GA) G46160.02.15-204 02/09/16 FM(TST1867) FM 4474 M-10212-267 02/05/15 ERD (13T6049) ASTM D61M (GA) GAF-SC13285.03.17-5 03/23/17 FM (TST1867) FM 4474 797-11R20018 02/23/15 ERD (TST6049) ASTM 06164 (GA) GAF-SC33305.03.17-R1 03/23/17 FM (TST1867) FM 0474 RR200320 04/07/15 NEMO (TST6049) ASTM 06222 (GA) G40620.07.124-RI 07/17/12 FM (TST1867) FM 4474 RR200321 04/07/I5 NEMODST6049) ASTM 02178(CA) 45GAF-1&001.01.19-1 01/02/19 FM frST1867) FM 4474 N55411 04/15/15 NEMOnST6049) ASTM D6222(IN) 4S4AF-18.001.03.19.A 03/13/19 FM (TST1867) FM 4474 3047636-LTR 06/24/15 NEMO(MS 19) ASTM D6164(AR) 4q-GAF49-SSMI3M1A 04/08/19 FM(rST1867) FM 4474 RR202913 11/19/15 NEJA0n5TWI9) ASTM D610(AR) 4gGAF-19-SSMBB-02A 04/08/19 FM (TST1867) FM 4474 W53501 01/14/16 NEMO (TST6009) ASrNi D4601(AL) 4qG-21-55MBa-0 A 09/07/21 FM (TST3867) FM 4474 W56207 02/09/16 NEMO (TST6049) ASTM N897 (AL) 4gGAF-2I-SSM8B-01.8 09/07/21 FM (TST1867) FM 4474 W55167 02/10/16 FRI n51`5878) ASTM D078(IN) GAF4n302-01 10/21/13 FM (TST1867) FM W4 RR204005 m/13/16 FRI (TST5878) ASTM DW78 (IN) GAF421-02-01 10/22/13 FM (TST1867) FM W4 RR205159 DS/05/16 FRI (TST5878) ASTM DW78 (IN) GAF42I4)2-01 10/22/13 FM ITST3867) FM 0474 RR205192 05/09/16 FRI p5T5878) ASTM D6878 (IN) GM424-02.01 11/11/13 FM ITST3867) FM 4474 RR205233 06/15/16 FRI M5878) ASTM D6878 (IN) GW425-02-01 11/11/13 FM (TST1867) FM4474 RR205M6 07/21/16 FRI OW5678) ASTM D078 nX) GAF-SM-02-01 11/20/15 FM (TST1867) FM 4474 RR205474 08/31/16 FRI (TST5878) ASTM DW78 (UT) GAF-58602-01 11/20/15 FM (TST1867) FM 4474 RR206198 09/01/16 FRI CTST5878) ASTM D6878I% GAF-S8542-01 11/20/15 FM (TST1867) FM 4474 RR206353 09/07/16 FRI(T6T5878) ASTM DM78 JLm GM-70 2-01 03/10/17 FM(TST1867) FM 4474 RR206620 09/12/16 FRI(TST5878) ASTM D2178 (AL) MSA-03402.01 09/27/17 FM (TST1867) Criticality 3NO377(LTR) 09/21/16 FRI (TST5878) ASTM D2178 (AL) MSA-03402.02 09/27/17 FM (TST1867) FM 4474 RR206351 10/21/16 FRI (TS MM) ASTM DW78 [PA) GAF-870()2-01 02/15/19 FM (TST1867) FM 4474 3055491 12/05/16 FRI ITST5878) ASTM DM78(PA) GAF-904-0241 10/09/19 FM(TST1867) FM 4474 WSM83 12/09/16 FRI(TST5878) ASTM D078(a) GAF-0 0241 11/01/19 FM (TST1867) FM 4474 W56728 LTR 12/23/16 FRI(TST5878) ASTM DU78(PA) 37MI14 09/09/21 FM(TST1867) FM 4470 305022 LTR 01/00/17 FRI(TST5878) ASTM D078(IN) 376m128 09/30/21 FM (TST1867) FM 4474 RR2M% 02/13/17 ACRC IMAM) TAS 114 06-035 10/18/06 FM (TST1867) FM4474 3061218 05/10/17 AMC (TST401) TAS 114 07-005 01/17/07 FM (TST1867) FM 4474 3061218 LTR 05/16/17 ACRC(TST401) TAS 114 07-024 03/01/07 FM (TST1867) FM 4474 RR209927 06/23/17 ACRC (TST4671) TAS 114 07-016 04/19/07 FM (TST1867) FM 4474 RR210805 07/13/17 ACRC (TST4671) TAS 114 07-017 04/19/07 FM (TST1867) FM 4474 RR213506 03/28/18 ACRC (TST4671) TAS 114 07-025 05/02/07 FM(rST1867) FM 4474 RR212730 04/05/18 NEMO ETC, LLC Evaluation ReolM L� Cerrijrote ofAuthorizotion n32455 T" EDITION (2020) FBC HVHZ EVALUATION FL 7 D GAF EverGuard TPO Roof Systems Revision 37: 122/10//2022 J Aget v36ZO Z Z BY: *NEMO etc. Entity Exam Reference Date Kniitf Exam Reference Date ACRC(TST4671) TA5114 07-026 05/03/07 FIVE [TST1867) FM 4474 PR449797 D4/24/18 ACRC(TST4671) TAS 114 074127 OS/04/07 FM ITST3867) FM 4474 RR213333 09/25/18 ACRC(TST4671) TAS114 07-042 08/31/07 FM(TST3867) FM 4474 3 (M)33 07/19/18 ACRC(TST4671) TAS 114 07-043 09/OS/07 FM IT6T3867) FM 4474 3061784 07/25/I8 ACPC(M4671) TAS 114 07-045 09/06/07 FM(TST3867) FM 4474 RR215107-267 09/27/18 AMC (TST4671) TAS 114 074146 0106/07 FIVE =1867) FM 4474 W559M 10/25/18 ACRC(TST4671) TAS 114 07418 09/07/07 FIVE (TST1867) FM 4474 RR215191-267 11/07/18 ACRC(TST4671) TAS 114 07-049 09/10/07 FM IrST1867) FM 0474 RR215193-267 11/O0/18 ACRC(TST4671) TAS 114 07490 01/03/08 FM (TST1867) FM 4474 RR2175"-267 02/05/19 ACRC(TST4671) TA5114 08-030 00/05/08 FIVE (TST1867) FM 4474 PR450261 10/22/19 ACRC(TST4671) TA5114 OB-022 00/17/08 FIVE (TST1867) FM 4474 PR453601-R1 11/15/19 ACRC(TST4671) TA5114 08423 00/17/08 FM(TST1867) FM 4474 PR453353 01/32/20 ACRC(TST4671) TAS 114 08-033 04/19/08 FIVE M1867) Criticality PR452423 OZ/06120 ACRC(TST4671) TAS 114 08432 04/19/08 FM(TST1867) FIVE 474 RR221253-267 02/07/20 ACRC(TST4671) TAS 114 11-004 03/21/11 FM(TST1867) Criticality PR452971 02/19/20 ACRC ITS74671) TAS 114 11-011 03/24/11 FM(TST1867) FM 4474 RR222755-267 03/10/20 ACRC(TST4671) TAS 114 11-012 04/06/11 FM (TST1867) FM 4474 PR455417 09/30/20 AMC(TST4671) TAS114 I1413 00/06/11 FM (TST1867) FM 4474 PR455417 U 12/23/20 AMC (TST4671) TA5114 11419 04108111 FIVE (TST1867) FM 4474 RR227079 03/20/21 AMC (TST4671) TA5114 11-020 04/08/11 FIVE (TST1867) Traceability PR45MM 03/24/21 AMC(TST4671) TAS 114 11-021 04/11/11 FIVE (TST1867) FM 4474 RR226788 03/25/21 AMC (TST4671) TAS 114 11410 08/05/11 FM (TST1867) FM 4474 PR458073 04/08/21 ACRC(TST4671) TAS 114 11441 08/05/11 FIVE (TST1867) FM 4474 RR2277M 04/09/21 AMC(TST4671) TAS 114 11-056 09/30/11 FM (TST1867) FM 4470 PR459831 04/21/21 ACRC (TST4671) TAS114 11-042-RI 01/27/12 FM (TST1867) FM M74 RR227915 05/06/21 AMC (TST4671) TAS 114 12408 04/10/12 FM (TST1867) FM 4474 PR456301 06/24/21 ACRC (TST4671) TA5114 12-012 00/23/12 FM (TST1867) FM 4474 PR4583W 11/22/21 AMC (TST4671) TAS 114 124113 04/23/12 F-TEC(TST7393) TAS 114 OB-050183 06/26/09 ACRC(TST4671) TAS 114 12-014 04/23/12 F-TEC(TST7393) TA5114 0-0501M 06/26/08 ACRC(TST4671) TA5114 12-036 00/24/12 F-TEC ITST7393) TAS 114 W-070133 08/04/08 ACRC(TST4671) TAS 114 124119 (14/25/12 F-TEC(TST7393) TA5114 O114150185 10/14/08 ACRC(TST4671) TA5114 12-024 05/09/12 F-TEC(TST7393) TAS 114 08472805 02/16/09 ACRC(TST4671) TAS114 12-025 05/09/12 IRT(TST7408) TAS 114 02-WB 01/18/02 ACRC(TST4671) TAS114 12429 05/23/12 IRT(TST7408) TA5114 03.0728 02/17/04 ACRC(TST4671) TAS 114 124)30 05/23/12 IRT(TST7408) TAS 114 U-012 02/18/04 ACRC(TST4671) TAS 114 12-033 OB/10/12 IRT(TST7408) TA5114 M-019 04/26/04 ACRC(TST4671) TA5114 12.036 08/13/12 ITS(TST1558) TA5114 G9819.01.109i1 09/15/17 ACRC(TST4671) TAS 114 12.018.R3 01/30/13 NEMO(TST60491 TA5114 SC36625.12.17-3A O1/01118 ACRC(TST4671) TAS114 08422-R1 01/15/15 NEMO(TST6049) Physicals 4q-GAF-19SSMBB-03.A 05/13/19 ACRC(TST4671) TAS114 11.056112 01/23/15 NEMO(TST6049) TAS 114 41.-CEL-18-001.12.18.2 07/10/19 ACRC(TST4671) TAS 114 16-002 03/04/16 PRE(TST5878) TA5114 GAF443-02.03 09/16/13 ACRC(TST4671) TAS 114(D) 204)16 11/11/20 PRE(TST5878) TAS 114 GAF-043.02-OC 09/16/13 ACRC(TST4671) TA5114ID) 20-017 11/11/20 PRE(TST5878) CrItimiky GAFA62-02-02 11/18/13 AMC (TST4671) TAS 114(D) 20.019 11/13/20 PRE(TST5878) TA5114 GM457.02.02 01/20/14 ACRC(TST4671) TAS 114(D) 20-021 11/13/20 PRE(TST5878) TA5114 GAFAS7.02.04 01/24/14 ACRC(TST4671) TAS 114(D) 20.022 11/16/20 PRE(TST5878) TA5114 GMA57-02-06 01/24/14 ACRC(TST4671) TAS 114(D) 20.023 12/16/20 PRE(TST5878) TAS 114 GAF457-02-07 01/24/14 ACRC(TST4671) TA5314(1) 21-006 03/16/21 PRE(TST5878) TA5114 GAF457-02-08 O1/24114 ATI(TST1558) TAS 114 H-3320.01-309-04 08/10/17 PRE(TST5878) TA5114 GAF-0354)2-07 01/29/14 ATI(TST1558) TAS 114 H-3314.01-109-04 08/14/17 PRE(TST5878) TAS 114 GAF-035-02-08 01/29/14 ATE (TST1558) TA5114 1-1-3315.01409i1 08/14/17 PRE(TST5878) TA5114 GAF435-02-09 01/29/14 ATE (TST1558) TAS 114 1-1-3317.01-109-04 08/14/17 PRE (TST5978) TAS 114 GAF435-02-10 01/29/14 ATE ITST3558) TAS 114 1-1-3318.01-109.44 08/14/17 PRE(TST5878) TAS 114 GAF435-02-11 01/29/14 ATI (TST1558) TAS 114 H-0730.01-309 08/16/17 PRE (TST5878) Rupture GAF435-02.01 01/29/14 ERD(TST6049) TAS 114 SC8580.11.154 11/0 115 PRE(TST5878) TAS 114 GAF-506-02-06 03/06/14 BID (TST6049) TA5114 SMS0.11.15-2 11/18/15 PRE (TST5878) TA5114 GAF-506-02-OB 03/06/14 MD(TST6049) Criticality SC16505.17 09/22/17 PRE(TST5878) TAS 114 GAF-506-02-10 03/06/14 MD(TST6049) TAS 114 SC36825.12.174 12/31/17 PRE(TST5878) TM 114 GAF-510-02-02 04/08/14 MD(1`96049) TA5114 SC16825.12.17-315 12/31/17 PRE(TSr5978) TA5114 GAF-530-02-04 00/08/14 FM(TST186n FM U70 3003617 12/20/99 PRE(TST5378) TA5114 GAF-510-02-05 04/08/14 FIVE (TST1867) FM 4470 3009026 06/18/02 PRE(TSr5978) TM 114 GAF-511-02-02 04/08/14 FM(TST1867) FM 4470 3013861 03/28/03 PRE(TST5878) TA5114 GAF-506-02-11 00/14/14 FIVE (TST1867; FM4470 W14692 08/05/03 PRE(TST5878) TAS 114 GAF-506-02-12 (P/34/14 FM(TST1867) FM 4470 3014955 01/22/04 PRE(TST5878) TAS 114 GAF-5064)2-13 04/14/14 FM(T5T1867) FM 4470 W12721 02/11/04 PRE(TSTS878) TAS 114 GAF-506-02-14 04/14/14 FIVE (TST1867) FM WEE W15029 02/191" PRE(TST5878) TAS 114 GAF-506-02-01 04/22/14 FIVE (TST1867) FM 4470 W15578 03/12/04 PRE UST5878) TAS 114 GAF-510-0241 05/12/14 FEW(TST1867) FM 4470 M19881 03/20/04 PRE(TST5878) TA5114 GAF-51"2-03 05/12/14 FM (TST1867) FM 4470 W205M 03/24/O4 PRE (TSTS878) TAS 114 GAF-514-02-04 05/12/14 FM(TST1867) FM 4470 3016068 04/02/04 PRE(TST5878) TAS 114 GAF-514-02-05 05/12/14 FM (TST1867) FM 4470 3105578 05/12/04 PRE (TST5878) TAS 114 GAF-514-02417 05/12/14 FIVE (T91867) FM 4470 W13861 05/21/04 FRI(TST5878) TAS 114 GAF-514-02A8 OS/17J34 FM (TST1867) FM 4470 W14955 01/28/05 PRE (FSTS878) TAS 114 GAF-516-0Z-01 OS/13/14 FM (TST1867) FM 9470 W22136 03/17/05 PRE (TST5878) TAS 114 GAF-516-02-03 05/23/24 FM (TST1867) FM 4470 W2001 09/01/05 PRE (TST5878) TA5114 GAF-516-02-02 06/06/14 FM (TST1867) FM 4070 3024051 03/28/06 PRE (TST5878) TA5114 GAF-52 02-02 06/23/14 FM (TST1867) FM 4470 79742093-267 04/26/06 PRE (TST5878) TA5114 GAF-5]5-02-03 06/23/14 NEMO ETC, LLC Evaluation Repd®i' ML �j E D Cerfificote ofAu[hori:ation a31455 7T"EDITION (2020)FBC HVHZ EVALUATION i`�+�L3�'f 31C �•` GAF EverGuard TPO Roof Systems Revision 37: 12/10/2021 ALge 100 2022 BY: __ ONEMO etc. Entity Exam Reference Date Entity Exam Reference Date FM (TST1867) FM 4470 302345E 07/18/06 Pal (TST5878) TAS 114 GAF462-02-09 07/01/14 FM (TST1867) FM 4470 3028039 0 111/O6 PRI (TST5878) TAS 114 GAF-062-02-10 07/01/14 FM (TST1867) FM 4470 3027159 10/03/06 PRI (TST5878) TAS 114 GAF-062-02-11 07/O1/14 FM (TST1867) FM 4470 3026149 02/05/07 PRI (TST5878) TAS 114 GAF-524-02-02 07/01/14 FM (TST3867) FM 4470 3026964 07/25/07 PRI (TST5878) TAS 114 GAF-524-02-03 07/01/14 FM (TST1867) FM 4470 3028857 11/02/07 PRI(TST5878) TAS114 GAF-524-02-05 07/01/14 FM TST1867) FM4470 3030IN 11/05/07 PRI(TST5878) TAS 114 GAF-54 02-02 08/06/14 FM(TST1867) FM"M 3030813 11/05/07 PRI(TST5878) TAS 114 GAF-54002-03 08/06/14 FM (TST1867) FM "M 3031262 11/30/07 PRI (TST5878) TA5114 GAF-540-02-04 08/06/14 FM (TST1867) FM 4470 3030292 02/25/08 PRI(TW5878) TAS 114 GAF-549,02-01 OB/08/14 FM (TST1867) FM 4470 797-03825-267 07/21/08 PRI M5878) TAS 114 GAF-538-02-02 OB/13114 FM(TST1867) FM 4470 3033314 08/26/08 PRI(TST58M) TAS 114 GAF-53 02-03 O8/13/14 FM ITST1867) FM 4470 WM749 10/16/08 PRI (TST5878) TAS 114 GAF-532-02-01 OB/22/14 FM (TST1867) FM 4470 W32856 11/24/0 PRI (TST5878) TAS 114 GAF-524-0245 08/27/14 FM (TST3867) FM U70 M33135 11/24/08 PRI (TST5878) TAS 114 GAF-53 02-04 09/02/14 FM (TST1867) FM 4470 3033862 12/24/0 PRI (TST5878) TAS 114 GAF-559-02-I1 10/16/14 FM (TST1867) FM 4470 3034394 02/27/09 PRI (TST5878) TAS 114 GAF-559-02-12 10/16/14 FM (TST1867) FM 4470 3033121 04/13/09 PRI (TST5878) TAS 114 GAF-SS9-02-13 10/16/14 FM (TST1867) FM 4470 3035300 05/06/09 PRI (TST5878) TAS 114 GAF-559-02.14 10/16/14 FM (TST1867) FM 4470 3036614 06/09/09 PRI (TST5878) TAS 114 GAF-559-02-15 10/16/14 FM (TST1867) FM 4470 3034210 06/15/09 FRI (TST5878) TAS 114 GAF-SS9 02-16 30/I6/14 FM (TST1867) FM 4470 3036141 08/10/09 PRI(TST5878) TAS 114 GAF-559-02-18 10/I6114 FM (TST1867) FM 4470 3037820 04/30/10 PRI (TST5878) TAS 114 GAF-538-02-05 12/03/14 FM (TST1867) FM 4470 797-059797-267 08/18/10 PRI(T95878) TAS 114 GAF-453-02-05 05/06/16 FM (TST1867) FM 4470 MU215 09/02/10 PRI (TST5878) TAS 114 GAF-453412-M OS/06/16 HIM (TST1867) FM4470 797-05901-267 10/01/10 PRI(T95878) Criticality GAF-653-02-01 10/20/16 FM(M1867) FM "M 797-06003267 11/11/10 PRI(TST5878) TAS 114 GAF-653-02-D9 10/20/16 FM (TST1867) FM 4470 MU318 12/10/10 PRI(TST5878) TAS 114 GAF-746-02-01 12/14/16 FM (TST1867) FM 4470 79746178.267 02/07/11 PRI(TSTS878) TM 114 GAF-746-02-02 12/14/16 FM (TST1867) FM M70 3040234 02/23/11 PRI (TST5878) TAS 114 GAF-74602-05 12/14/16 FM (TST1867) FM 4470 3040377 03/08/11 PRI (TST5878) TAS 114 GAF-746-02-06 12/14/16 FM (TST3867) FM 4470 3041685 03/24/11 PRI (T51`5878) TAS 114 GAF-755-02-01 02/02/17 FM (TST1867) FM 4470 797-062 267 03/24/11 PRI (TST5878) TM 114 GAF-755-02.02 02/02/17 FM (TST1867) FM 4470 3041535 06/08/11 FRI (TST5878) TM 114 GAF-755-02.03 02/02/17 FM (1ST1867) FM 4470 7974037-267 06/13/11 PRI (TST5878) TAS 114 GAF-755-02-04 02/02/17 FM (TST1867) FM "M 797-06538-267 M/13/11 PRI (T95878) TAS 114 GAF-782.02.01 08/24/17 FM (TST1867) FM4470 30411746 08/17/11 PRI (TST5878) TA5114 GAF-782.02-02 08/30/17 FM (TST1867) FM 4470 797-ON94-267 11/02/11 PRI (TST5878) TAS 114 GAF47G02.02 10/04/17 FM (TST1867) FM4470 3038278 11/18/11 PRI(TST5878) Criticality GAF-793.02.01 12/08/17 FM (TST1867) FM 4470 3042905 01/10/12 PRI (TST5878) TAS 114 GAF-793-02-02 12/08/17 FM(TST1867) FM4470 797-07041.267 02/27/12 PRI(TST5878) TAS 114 GAF-793.02-M 12/08/17 FM (TST1867) FM4470 797-07183-267 03/01/12 PRI(TSTS878) TAS 114 GAF-835.02.02 02/19/18 FM (TST1867) FM4470 3044506 03/28/12 PRI (TST5878) TM 114 GAF-834-02.01 02/28/18 FM(TST3867) FM 44M 797-07331-267 04/13/12 PRI (TST5878) TAS 114 GAF-835-02-03 02/28/18 FM(TST1867) FM4 M 3044861 05/11/12 PRI(T95878) TAS 114 GAF-835-02.04 02/28/18 FM CW1867) FM 4470 797-07455.267 05/31/12 PRI (TST5878) TAS 114 GAF-833-02411 03/02/18 FM (TST1867) FM 4470 797-07474-267 36/11/12 FRI(TSTS878) TAS 114 GAF-83302-02 03/02/18 FM (TST1867) FM 4470 797-07476.267 O6/21/12 PRI (TST5878) TAS 114 GAF-836-02-01 03/02/18 FM(TST18671 FM 4470 3045789 07/12/12 PRI(TSTS878) TAS 114 GAF-836-024)2 03/02/18 FM (TST1867) FM 4470 3045166 07/24/12 PRI (TST5878) TAS 114 GAF-83 02-03 03/02/18 FM (TST1867) FM 4470 3045863 08/16/12 PRI (TST5878) TAS 114 GAF-83 2-04 03/02/18 FM (TST1867) FM 4470 3041749 08/23/12 PRI (TST5878) TAS 114 GAF4158-02-05 04/27/18 FM (TST1867) FM 4470 3046328 09/13/12 PRI (T95878) TAS 114 GAF-M8.02.01 OS101/18 FM (TST1867) FM 4470 3046388 M/24/12 PRI (TST5878) TAS 114 GAF-858.02.02 0/01/18 FM (TST3867) FM 4470 3041769 M/27/12 PRI (M5878) TAS 114 GAF-858-02-03 05/01/18 FM (TST1867) FM4470 797.07744-267 10/17/12 Pal (TST5878) TM 114 GAF-858.02-04 05/01/18 FM (TST1867) FM 4470 797-07885-26] 11/21/12 PRI (TST5878) TAS 114 GAF-858-02-06 05/01/18 FM (TST1867) FM 4470 3046054 12/21/22 PRI(TST5878) TAS 114 GAF411-02.03 05/11/18 FM(rST1867) FM MM 797-08226267 04/11/13 PRI (TST5878) TAS 114 GAF-902.02.02 02/27/19 FM (TST1867) FM4470 3048122 09/29/13 PRI (TST5878) TAS 114 GAF-926-02.02 07/17/19 FM (TST1867) FM 4470 797-08217-267 05/01/13 PRI(TST5878) TAS 114 376T0014 08/09/19 FM (TST1867) FM "M 797.08264.267 05/23/13 PRI (TST5878) TA5114 376T0016 08/09/19 FM (TST1867) FM 4470 3047237 07/15/13 PRI (TST5878) TAS114 376T0017 08/m/19 FM (TST1867) FM "M 3047636 08/08/13 PRI(TST5878) Criticality 376T00063 09/06/19 FM(TST1867) FM 4474 797-08873-267 11/26/13 PRI(TST5878) TAS 114 376TG025 M/06/19 FM (TST1867) FM 4474 3049066 12/13/13 PRI(TST5878) TAS 114 376T0026 09/06/19 FM(TST1867) FM 4474 3041749 12/30/13 PRI (TST5878) TAS 114 37UO027 09/19/19 FM ITST1867) FM 4474 797-09116-267 01/24/14 PRI(TST5878) TAS 114 376T0097 10/26/20 FM (TST1867) FM 4474 797-09234-267 03/11/14 PRI (TST5878) criticality 37MC1015-1 01/18/21 FM (TST1867) FM 4474 797-09317-267 04/18/14 PRI VST5878) TAS 114 376T0093 01/26/21 FM (TST1867) FM 4474 797-09493-267 OS/27/14 PRI (TST5878) TM 114 37UOMS 01/26/21 FM (TST1867) FM 4474 797.09495-267 05/27/14 PRI (TST5878) TAS 114 376T0099 01/26/21 FM (TST1867) FM 4474 797.09573-267 06/13/14 PRI (TST5878) TAS 114 376T0165 06/04/21 FM (TST1867) FM 4474 797-09497-267 06/23/14 PRI (TST5878) TAS 114 37UC166 06/07/21 FM (TST1867) FM 4474 797-09SM-267 06/24/14 UL(QUA9625) CA Servlceconfirm 06/10/21 UL(QUM625) CA Florida BCIS Current NEMO ETC, LLC Evaluation Repol.181 AL1�R ''..J' Certificate ofAuthorization #32455 7TH EDITION (ZOZO) FeC HVHZ EVALUATION FL16730-R36 GAF EverGuard TPO Roof Systems Revision 37: 1j,}(1�2Q BY: jf�( 64727y ..,..� ONEMOletc. This Evaluation Report covers EverGuard° TPO Roof Systems installed in accordance with GAF published installation instructions and the Limitations / Conditions of Use herein. TABLE 1: EVALUATED MEMBRANES Type Product Material Standard plantjs) Reference Type Grade EverGuard' TPO 45, 60, 80-mil ASTM D6878 . N/A N/A IN, PA, TX, UT EverGuard Extreme' TPO 50, 60, 70, 80-mil ASTM D6878 N/A N/A IN, TX, UT EverGuard Extreme' TPO 50, 60, 70-mil ASTM D6878 N/A N/A PA Roof Cover or Cap Ply EverGuard• TPO Fleece -Back Membrane ojormerly EverGuard• TPO FB Ultra) 45, 60, 80-mil A5TM D6878 N/A N/A IN, PA, UT EverGuard Extremes TPO Fleece - Back Membrane (formerly EverGuard Extreme• TPO FB Ultra) 50, 60, 70, 80-mil ASTM D6878 N/A N/A IN EverGuard' Freedom'" TPO HW 45, 60-mil ASTM D6878 N/A N/A IN EverGuard• SA TPO 45, 60, 80-mil ASTM D6878 N/A N/A IN GAFGLASe #75 Base Sheet ASTM D4601 11 N/A AL Tri-Ply #75 Base Sheet ASTM D4601 II N/A AL Base SheetsGAFGLASs #80 Ultima' Base Sheet ASTM D4601 II N/A AL GAFGLAS$ Stratavents Nailable Venting Base Sheet ASTM D4897 II N/A AL GAFGLASs Ply 4 ASTM D2178 IV N/A GA GAFGLASs Ply 4 M ASTM D2178 IV N/A AL Ply Sheet GAFGLASs FlexPlyT" 6 ASTM D2178 A N/A GA GAFGLASs FlexPly'" 6 M ASTM D2178 A N/A AL Ruberoids 20 Smooth ASTM D6163 I 5 AR Ruberoids HW 25 Smooth ASTM D6163 I S GA Ruberoids 30 Granule ASTM D6163 I G GA Base Ply or Ruberoids HW Smooth ASTM D6164 I S GA Vapor Barrier Ruberoids Mop Smooth ASTM D6164 I I S GA Membranes Ruberoids Mop Smooth 1.5 ASTM D6164 I S GA Liberty'" SBS Self -Adhering Cap Sheet ASTM D6164 I G AR, GA, IN Ruberoids Torch Smooth ASTM D6222 I 5 GA, IN Ruberoids Torch Granule ASTM D6222 I G GA, IN 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 This Evaluation Report is not for use in Non -High Velocity Hurricane Zone jurisdictions. 5.3 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. SA This Evaluation Report does not include evaluation of fire classification. Refer to FBC HVHZ 1516 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 7��� �y T NEMO ETC, LLC Evaluation RepodL:9SK J3-W7AEL Certificate ofAuthonzotion#32455 7T' EDITION(2020) FBC HVHZ EVALUATION F1.167304136 GAF EverGuard TPO Roof Systems Revision 37: 19}Os tfJ 20ZZ BY- ONEMOletc. 5.5 This Evaluation Report does not include evaluation of roof edge termination. Refer to Roofing Application Standard RAS ill for requirements and limitations regarding edge securement for low -slope roofs. 5.6 Refer to FBC HVHZ 1521 for requirements and limitations regarding recover installations. 5.6.1 For mechanically attached components over existing roof decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing shall be in accordance with Testing Application Standard TAS 105. 5.6.2 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing in accordance with Testing Application Standard TAS 124 shall be conducted on mock-ups of the proposed new roof assembly. 5.6.3 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. 5.7 Refer to Appendix 1 for system attachment requirements for wind load resistance. 5.7.1 "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 HVHZ 1620 and Roofing Application Standard RAS 128 for determination of design wind loads. 5.7.2 For mechanically attached components, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC HVHZ 1620 or Roofing Application Standard RAS 228. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Analysis shall be in accordance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. *This extrapolation is not permitted far systems marked with an asterisk*. 5.7.3 For assemblies marked with an asterisk*, the maximum design pressure (MDP) limitation shall be applicable to all roof pressure zones. Rational analysis is not permitted. 5.8 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components listed in Appendix 1 that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. EverGuard® TPO Roof Systems shall be installed in accordance with GAF published installation instructions, subject to the Limitations / Conditions of Use noted herein. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL, LLC—QUA9625: (613) 371-2765; Jacob.Stewart@ul.com THE 133-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT - NEMO ETC, LLC Certificate of Authorimtion#32455 7- EDITION(2020) FBC HVHZ EVALUATION GAF EverGuard TPO Roof Systems Evaluation RLPM'154J 50112EMED 37FL16730-R36 Revision U C SPAg 2( % BY: ONEMOjetc. APPENDIX 1: ATTACHMENT REQUIREMENTS OR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE IA Wood Nev, or Reroof(Tear-Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6-9— Is Wood New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-12 Ic Wood New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 12-13 10 Wood New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 13-15 It Wood New, Reroof (Tear -Off) or Recover C-2 Induction Welded Roof Cover 15-16 IF Wood New, Reroof (Tear -Off) or Recover D-I Insulated, Mechanically Attached Roof Cover I6.17 Is Wood New, Reroof (Tear-Off)of Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 17 1H Wood New, Reroof (Tear -Off) or Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 17-19 11 Wood New, Reroof (Tear -Off) or Recovef E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 18-21 2A Steel New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 22 2B Steel or Structural concrete New, Reroof (Tear-Ofn or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-33 2c Steel or Structural concrete New, Reroof (Tear -Off) or Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base and Cap Ply 34-36 20 Steel Nev, or Reroof (Tear -Off) B-2 Mech. Attached Thermal Barrier, Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 36.43 2E Steel or Structural concrete New, Reroof (Tear -Off) or Recover CA Mechanically Attached Insulation, Bonded Roof Cover 44-56 2F Steel or Structural concrete New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Base and Cap Ply 57-58 2G Steel or Structural concrete New. Reroof (Tear -Off) or Recover C-IA Thermal Barrier with Vapor Barrier, Mechanically Attached Insulation, Bonded Roof Cover 59-63 2m Steel or Structural concrete New. Reroof(Tear-Off) or Recover C-2 Mechanically Attached Insulation, Induction Welded Roof Cover 64-66 21 Steel or Structural concrete New, Reroof(Tear-Ofn or Recover D-1 Insulated, Mechanically Attached Roof Cover 67-70 21 Steel or Structural concrete New, Reroof(Tear-Ofn or Recover D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 70 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 71-85 3B Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Base and Cap Ply 86.87 3c Structural concrete New, Reroof (Tear -Off) or Recover F Non4nsulated, Bonded Roof Cover 87 4A Lightweight concrete/concrete New or Reroof (Tear -Off) A-1 LWC to Deck,Bonded Insulation, Bonded Roof Cover 88.90 OB Lightweight concrete/steel New or Reroof(Tear-Off) A-2 LWC to Deck, Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 90.91 4c Ughtweight concrete/concrete New or Reroof(Tear-Off) A-2 LWC to Deck, Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 91-92 41) Lightweight concrete steel New, Reroof(Tear-Off) or Recover C-2 LWC to Deck, Optional Insulation, Through -attached Induction Welded Roof [over 92 4E Lightweight concrete steel New, Reroof(Tear-Off) or Recover D-1 LWC to Deck, Through -attached Mechanically Attached Roof Cover 93-94 4F Ughtweight concrete concrete New, Reroof (Tear -Off) or Recover D-1 LWC to Deck, Through -attached Mechanically Attached Roof Cover 94 4G Ughtweight concrete/ steel or concrete New or Reroof (Tear Off) E-2 LWC to Deck, Mechanically Attached Base Sheet, Bonded Roof Cover 95-96 4H Lightweight concrete steel New or Reroof (Tear Off) F LWC to Deck, Bonded Roof Cover 97 41 Ughtweight concrete concrete New or Reroof (Tear Off) F LWC to Deck, Bonded Roof Cover 98-99 4J Lightweight concrete concrete New or Reroof (Tear Off) F Temp Roof/ Vapor Barrier to Deck, LWC to Temp Roof/ Vapor Barrier, Bonded Roof Cover 100 SA Cementitious mod fiber New or Reroof (Tear -Off) A -I Bonded Insulation, Bonded Roof Cover 101-102 5e Cementitious wood fiber New, Reroof (Tear -Off) or Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 102 6A Existinggypsum Reroof(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover 103-104 6B Existing gypsum Reroof(Tear-Off) A-2 Mechanically Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 104 6c Existing gypsum Reroof (Tear -Of) B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 104-108 6D Existing gypsum Reroof (Tear -Off) C-1 Mechanically Attached Insulation, Bonded Roof Cover 109-110 aJJi 6E Existing gypsum Reroof (Tear -Off) F Non-Insu lated, Bonded Roof Cover 110 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 111-130 `78 AWood or Steel Recover C-2 Induction Welded Roof Cover 131 Sic []Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 132 7. Various Recover F Non -Insulated, Bonded Roof Cover 133 N MO E7 C Evaluation Report 01506.12.13-1-R37 for FL16730-R36 Cervcate thorization a32455 7- EDITION (2020) FBC HVHZ EVALUATION Revision 37: 12/10/2021 ©269 NEE ETC, LLC EverGuard TPO Roof Systems; (800) 766-3411 Appendix 1, Page 1 of 133 pu sv NNEMOjetc. The following notes apply to the systems outlined herein: 1 The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC HVHZ requirements to the satisfaction of the Authority Having Jurisdiction. Deck -attachment details pertain to 'as -tested' conditions under Testing Application Standard TAS 114, Appendix 1. 2 Unless otherwise noted, fasteners and stress plates shall be as follows. Fastener shall be of sufficient length for the following engagements: ➢ Wood Deck: Drill-Tec#12 Fasteneror Dr1ll-Tec#14 Fastenerwith Drill-Tec 3" Standard Steel Plate,Drill-Tec 3" Steel Plate or Drill-Tec AccuTrac Flat Plateor Drill-Tec AccuTrac Recessed Plate (insulation only), Drill-Tec ASAP 3S, Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate, Drill-Tec 412 DP Fastener or Drill-Tec #14 HD Fastener with Drill-Tec 3" Flat Steel Plate, Drill-Tec #12 DPH Fastener with Drill-Tec 3" Recessed Steel Plate, Drill-Tec 3" ASAP Flat or Drill-Tec 3" ASAP Recessed, Minimum 0.75-inch plywood penetration or minimum f- inch wood plank embedment. D 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 or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (insulation only); Drill-Tec ASAP 3S; Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate; Drill -Tee Extra Heavy Duty ASAP Roofing Fastener - Insulation, Drill-Tec #12 DP Fastener, Drill-Tec#14 HD Fastener or Drill-Tec #15 EHD Fastener with Drill-Tec 3" Flat Steel Plate, Drill-Tec #12 DPH Fastener with Drill-Tec 3" Recessed Steel Plate, Drill-Tec 3" ASAP Flat or Drill-Tec 3" ASAP Recessed. Minimum 0.75-Inch steel penetration and engage the top flute of the steel deck. D Structural Concrete: Drill-Tec #14 Fastener or Drill-Tec CD-10 with Drill-Tec 3" Standard Steel Plate, Drill-Tec 3" Steel Plate or Drill-Tec AccuTrac Flat Plate or Drill-Tec AccuTrac Recessed Plate (Insulation only), Drill-Tec Heavy Duty ASAP Roofing Fastener Assembled with a 3" Metal Plate, Drill-Tec #14 HD Fastener with Drill-Tec 3" Flat Steel Plate or Drill-Tec 3" ASAP Flat (0114 only). Minimum 1.25-inch embedment. Fastener installed with a pilot hole in accordance with the fastener manufacturers published installation instructions. 3 Unless otherwise noted, insulation may be any one layer or combination of FBC Approved (Local or Statewide) board(s) that meet FBC HVHZ 1516 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4 Minimum 200 psi, minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for, or Installed below, rigid insulation board for System Types B-1, C-1, C-2, D-1 or D-2, whereby fasteners are installed through the lightweight Insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non -wind -uplift -related issues, such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 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. 5 Preliminary insulation attachment for System Type D: Minimum four fasteners per 4 x 8 It board or minimum two fasteners per 4 x 4 fit 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: Full Coverage at 25-30lbs/square. If applying to concrete deck; deck shall be primed with ASTM D41 primer. D GAF LRF Adhesive M (LRF-M): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. D GAF LRF Adhesive XF (LRF-XF): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. D OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. using OMG PaceCart, SpotShot or Canister delivery methods. D Nate: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered. D Note: The maximum edge distancefrom the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 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 case shall these values be used to 'Increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system In ;he tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. ➢ Hot asphalt: MDP = -240.0 psf (Min. 0.5-inch thick) 7Fy ➢ LRF-M: MDP= -232.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation) j ➢ LRF-XF or OB500: MDP= -292.5 psf (Min. 0.5-inch thick EnergyGuard Polyiso Insulation, EnergyGuard Ultra Polyiso Insulation) D 08500: MDP = -315.0 psf (Min. 0.5-inch thick EnergyGuard RH or RN) ➢ LRF-XF or OB500: MDP = -487.5 psf (Min. 0.5-Inch thick EnergyGuard RA) G NEM11EMO C, LLC Evaluation Report 01506.12.13-1-R37 for FL36730-R36 -.'CenipofAathorkotion #32455 7'" EDITION (2020) FBC HVHZ EVALUATION Revision 37: 12/10/2021 '�t2D ETC, LLC EverGuard TPO Roof Systems; (800) 766-3411 Appendix 1, Page 2 of 133 f ONEM01letc. 8 Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9 For mechanically attached components, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC HVHZ 1620 or Roofing Application Standard RAS 128. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria in accordance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137. -This extrapolation is not permitted for systems marked with an asterisk` 10 For assemblies marked with an asterisk•, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 11 For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance in accordance with Testing Application Standard TAS 105. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Should the fastener resistance be less than that required, a revised fastener spacing- prepared, signed and sealed by a qualified design professional in accordance with Roofing Application Standard RAS 117 or Roofing Application Standard RAS 137 - may be submitted to the Building Official for review and acceptance. 12 Refer to FBC HVHZ 1521 for requirements and limitations regarding recover installations. For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question, field uplift testing shall be conducted on mock-ups of the proposed new roof assembly. 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. 13 For Structural Concrete Deck or Recover Applications using System Type C-1, C-2, D-1 or D-2, the Insulation is optional. Alternatively, an FBC HVHZ Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation (Note 5 herein). 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. 14 Lightweight insulating concrete (LWIC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC FBC HVHZ Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all uses, the minimum top -coat thickness is 2-inches. For LWIC over structural concrete, reference is made to FBC Section 1927.4.1, Point 1. For "pre-existent" LWIC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C8961, water and Portland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). 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. 15 For bonded membrane applications, unless otherwise noted, refer to the following. MEMBRANE / ADHESIVE COMBINATIONS MEMBRANE ADHESIVE REFERENCE APPLICATION RATE EverGuard TPO EverGuard TPO #1121 Bonding g1121 Contact (both sides) 0.8 to 1.0 gal/square/surface. For use over SECUROCK Gypsum -Fiber Roof Board, the Adhesive application rate changes to 1.2 to 1.67 gal/sq/surface To polylsocyanurate or Structodek High Density Fiberboard Roof Insulation, Fiber Base HDS or EverGuard TPO EverGuard WB181 Bonding WB181 Contact (both sides) Fiber Base HD6 at 0.63 gal/square and roof cover underside at 0.21 gal/square. To DensDeck Adhesive Prime or SEW ROCK Gypsum -Fiber Roof Board at 0.63 to 0.75 gal/square and roof cover underside at 0.21 to 0.25 gal/square EverGuard TPO 6 Square Low VOC EverGuard TPO Bonding Adhesive(formerly EverGuard TPO 6-Square Contact (both sides) 0.46 gal/square/surface Low VOC TPO Bonding Adhesive) EverGuard TPO EverGuard TPO 3 Square Low VOC TPO 3-Square Contact (both sides) 0.84 gal/square/surface Bonding Adhesive EverGuard TPO EverGuard TPO Quick Spray Adhesive TPO OSA Contact (both sides) Total application rate: `0.71 Ibs/sq (dry rate). EverGuard TPO and T50 Quick Spray TPO OSA LV50 Contact (both sides) Total application rate:-0.84 lbs/sq(dry-rote). Adhesive LV 50 AdhesiEverGve l'> NNE TCLLC Cemi a o;Authodzation d32455 02 EMO ETC, LLC 7- EDITION (2020) FBC HVHZ EVALUATION EverGuard TPO Roof Systems; (800) 7W3411 Evaluation Report 01506.12.13-1-R37 for FL16730-R36 Revision 37: 12/10/2021 Appendix 1, Page 3 of 133 W Y GO nl *NEMO I etc. MEMBRANE / ADHESME COMBINATIONS MEMBRANE ADHESIVE REFERENCE APPLICATION RATE EverGuard TPO Fleece- Hot asphalt Hot asphalt Wet lay (substrate) 25 Ibs/square Back Membrane EverGuard TPO Fleece- EverGuard W8181 Bonding WB381 Wet lay (substrate) 0.83 to 1.0 gal/square Back Membrane Adhesive EverGuard TPO Fleece- 1-inch wide ribbons spaced as noted in tables herein. Note: The adhesive ribbons are located Back Membrane GAF LRF Adhesive M LRF-M Wet lay (substrate) directly over the adhesive ribbons used to secure the insulation when the cover is bonded to insulatlon less than 1.5-Inch thick. EverGuard TPO Fleece- 1-inch wide ribbons spaced as noted in tables herein. Note: The adhesive ribbons are located Back Membrane GAF LRF Adhesive O LRF-0 Wet lay (substrate) directly over the adhesive ribbons used to secure the insulation when the cover is bonded to insulation less than 1.5-inch thick. EverGuard Fleece- GAF LRF Adhesive XF LRF-XF s (spatter) Wet la substrate y (substrate) "S " s -Spatter patternat 3.0lbs/ q' Back Membrane EverGuard TPO Fleece- OlyBond 500 Canister OB500 (spatter) Wet lay (substrate) "Spatter pattern" at 0.32 gal/square (to insulation or coverboard) I Back Membrane I "Spatter pattern" at 0.83 gal/square (to asphaltic base ply membrane). 15A For single -ply membranes in System Type D-1 steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 15B For System Type C-2 (induction weld), care shall be taken to ensure that the plates do not line-up with membrane seams. This condition may preclude proper induction welding of the membrane to the plates. 15C The "Triposite Roofing System" noted herein consists of loose -laid GAFGLAS Stratavent Perforated Venting Base Sheet, followed by asphalt -applied one (1) or two (2) plies of Ruberold 20 Smooth or three (3) plies of GAFGLAS FlexPly 6 or GAFGIAS FlexPly 6 M, followed by asphalt -applied EverGuard TPO Fleece -Back Membrane with 1-5/8" heat welded side laps. 15D Unless otherwise noted, the "Hybrid Roofing System" noted herein consists of asphalt -applied Ruberoid 20 Smooth, Ruberoid Mop Smooth, Ruberold Mop Smooth 15, GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet or GAFGLAS #80 Ultima Base Sheet followed by asphalt -applied EverGuard TPO Fleece -Back Membrane. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs. those in Table 3A or 3B applies. VAPOR BARRIEROPEIONS, STRUCTURALCONCRETE DeOq FOLLOWED ey ADHESME-APPUED INSULATION OPTION If PRIMER PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP (PSF) APPLICATION C-VB-1. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS 075 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS Ply 4, GAFGLAS Ply 4 M, Tri-Ply Ply 4 Ply Sheet, GAFGLAS FlexPly 6 or GAFGLAS FlexPly 6 M Hot asphalt applied Hot asphalt -360.0 C-VB-2. None GAF SA Vapor Retarder XL Self -adhering LRF-M, 12-inch o.c. -112.5 Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold HW 25 Smooth or Ruberold HW Smooth Torch -applied LRF-M, 12-Inch o.c. -180.0 GAF SA Primer GAF SA Vapor Retarder Self -adhering LRF-M, 12-inch o.c. -202.5 [-VB-6. Matrix 307 Premium Asphalt Primer or ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply N75 Base Sheet, GAFGLAS Ply 4, GAFGLAS Ply 4 M, Tri-Ply Ply 4 Ply Sheet, GAFGLAS FlexPly 6 or GAFGLAS FlexPly 6 M Hat asphalt applied LRF-M, 12-inch o.c. -495.0 None GAF SA Vapor Retarder XL Self-adheringRF-XF 12-inch o.c. -332.5 Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold Torch Granule Torch -applied LRF-XF, 12-Inch o.c. -169.0 Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW 25 Smooth or Ruberold HW Smooth Torch -applied LRF-XF, 12-inch o.c. -180.0 GAF SA Primer GAF SA Vapor Retarder Self -adhering LRF-XF, 12-inch o.c. -202.5 N NEMClqC, LLC CertficI11111111bfAuthofization#32455 ©2019 NEMO ETC, LLC 7- EDITION (2020) FBC HVHZ EVALUATION EverGuard TPO Roof Systems; (800) 766-3411 Evaluation Report 01506.12.13-1-R37 for FL36730-1136 Revision 37: 12/10/2021 Appendix 1, Page 4 of 133 ONEMO etc. VAPOR BARRIER OPDONS; STRUCTURAL CONCRETE DECK; FOLLOWED aYADHESIvE-APPUED INSUTATON OPTION R PRIMER VAPOR BARRIER TYPE APPLICATION -INSULATION ADHESIVE MOP (PSF) C-VB-10. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Liberty SBS Self -Adhering Cap Sheet Self -adhering LRF-XF, 12-inch o.c. -250.0 C-VB-11. Matrix 307 Premium Asphalt Primeror ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply k75 Base Sheet, GAFGLAS Ply 4, GAFGLAS Ply 4 M, Tri-Ply Ply 4 Ply Sheet, GAFGLAS FlexPly 6 or GAFGLAS FlexPly 6 M Hot asphalt applied LRF-XF, 12-inch o.c. -262.5 C-VB-12. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid 30 Hot asphalt applied LRF-XF, 12-Inch o.c. -270.0 C-VB-13. None GAF SA Vapor Retarder XL Self -adhering OB500, 12-inch o.c. -127.5 C-VB-14. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid Torch Smooth Torch -applied OBS00, 12-inch o.c. -265.0 C-VB-15. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold HW 25 Smooth Torch -applied OBS00, 12-inch o.c. -180.0 C-VB-16. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Liberty SBS Self -Adhering Cap Sheet Self -adhering OB500, 12-inch o.c. -187.5 C-VB-17. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold 20 Smooth Matrix 102 SBS Membrane Adhesive at 1.5 gal/square OB500, 12-Inch o.c. -202.5 C-VB-18. GAF SA Primer GAF SA Vapor Retarder Self -adhering OBS00, 12-inch o.c. -202.5 C-VB-19. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberold Torch Granule Torch -applied OB500, 12-Inch o.c. -225.0 C-VB-20. Matrix 307 Premium Asphalt Primer or ASTM D41 primer Ruberoid HW Smooth Torch -applied OBSO0, 12-inch o.c. -232.5 C-VB-21. Matrix 307 Premium Asphalt Primeror ASTM D41 primer One or two plies, GAFGLAS #75 Base Sheet, Tri-Ply g75 Base Sheet, GAFGLAS Ply 4, GAFGLAS Ply 4 M, Tri-Ply Ply 4 Ply Sheet, GAFGLAS FlexPly 6 or GAFGLAS FlexPly 6 M Hot asphalt applied OBSOO, 12-inch o.c. -352.5 17 Fire barriers of FireOut' Fire Barrier Coating, VersaShield Sold" Fire -Resistant Slip Sheet are optional in all assemblies when overlying components are mechanically fastened. 18 The following products are interchangeable within the scope of this Evaluation Report: ACCEPTABLE ALTERNATES Manufacturer Listed Product Alternate GAF EverGuard TPO EverGuard Extreme TPO GAF EverGuard TPO Fleece -Back Membrane EverGuard Extreme TPO Fleece -Back Membrane GAF EnergyGuard Polyiso Insulation EnergyGuard NH Polyiso Insulation GAF EnergyGuard Ultra Polyiso Insulation EnergyGuard NH Ultra Polyiso Insulation GAF EnergyGuard HD Polyiso Insulation EnergyGuard HD Barrier Polyiso Insulation, EnergyGuard NH HD Polyiso Insulation GAF EnergyGuard HD Plus Polyiso Insulation EnergyGuard NH HD Plus Polylso Insulation GAF GAF SA Vapor Retarder XL GAF SA Vapor Retarder XL40 Georgia-Pacific Gypsum, LLC "DensDeck Prime' "DensDeck StormX Prime Roof Board" 19 to System Types B-1, B-2, C-1, C-2, D-1 or D-2, GAF SA Vapor Retarder or GAF SA Vapor Retarder XL may be Installed atop the roof deck, or to a loose -laid thermal barrier of DensDeck Prime or SECUROCK usm-Fiber Roof Board, prior to installation of the Insulation and roof cover. When adhering GAF SA Vapor Retarder to structural concrete, the substrate shall be primed with GAF SA Primer. When adhering F SA Vapor Retarder to DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board, the substrate shall be primed with GAF SA Primer or Matrix 307 Premium Asphalt Primer. Refer to FM Loss Prevention Data et 1-29 (February 2020) for design and Installation limitations. `-to �ygDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FSC (HVHZ)1620 and Roofing Application Standard RAS 128 for determination of C4 ign wind loads. MEMO LLC Evaluation Report 01506.12.13-1-R37 for FL16730-R36 Cenlficat Authonratlon #32455 7- EDITION (2020) FBC HVHZ EVALUATION Revision 37: 12110/2021 02019 �r10 ETC, LLC EverGuard TPO Roof Systems; (800) 766-3411 Appendix 1, Page 5 of 133 NNEMOIetc. TABLE 1E: ....REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-2: INDUCTION WELDED ROOF System neck Insulation Attachment MDP No. (Note 1) (Note 13) Roof Cover (Note 15A) (psi Fastener (Note 13) Spacing Min. 19/32-Inch plywood or 1- Drill-Tec #14 (min.1-inch inch wood plank over nominal (Optional) One or more embedment into joist) and Drill- No. 2 wood trusses; 2 ft span; 8d layers, any combination Tec RhinoBond TPO XHD Plate or 18-Inch o.c. along wood supports, 24-inch EverGuard TPO induction welded with W 57 ring shank nails, 6" inch at edges (Tread Safe =min. 2- Drill-Tec RhinoBond TPO XHD inch RhinoBond Portable Bonding Tool, per -82.5 and 12" D.C. at intermediate Inch thick insulation) Tread Safe Plate through to wood manufacturers published Instructions. supports. supports Drill-Tec #14 (min. 1-Inch Min. 19/32-Inch plywood or 1- (Optional) One or more embedment into joist) and Drill- inch wood plank over nominal layers, any combination Tec RhinoBond TPO XHD Plate or 9-Inch D.C. along wood supports, 24-inch EverGuard TPO induction welded with W-58. No. 2 wood trusses; 2 it span; 8d (Tread Safe = min. 2- Drill-Tec Rhino8ond TPO XHD D.C. RhinoBond Portable Bonding Tool, per -90.0 ring shank nails, 3" D.C. inch thick insulation) Tread Safe Plate through to wood manufacturers published Instructions. supports Drill-Tec #14 (min. 1-inch Min. 19/32-Inch plywood or 1- One or more layers, any embedment into joist) and Drill- Inch wood plank over nominal combination, min. 1- Tec RhinoBond TPO XHD Plate or 9-Inch D.C. along wood supports, 24-Inch EverGuard TPO induction welded with W 59 No. 2 wood trusses, 2 ft span; 8d inch (Tread Safe = min. Drill-Tec RhinoBond TPO XHD D.C. RhinoBond Portable Bonding Tool, per -105.0 ring shank nails, 3" D.C. 2-inch thick insulation) Tread Safe Plate through to wood manufacturers published Instructions. supports TABLE IF: sassCONSTRUCTION,•ss s OR s SYSTEM TYPE sINSULATED, MECHANICALLY ATTACHEDROCOVER System Deck Insulation (Note 13) Roof Cover MOP Type Attach Membrane Fastener Attachment No. (Note 1) Separator Sheet(Optional) (psf) (NMe 6) Min. 19/32-inch plywood or 1-inch One or more EverGuard Polymat Fastened 6-Inch o.c. within W-60. wood plank; 2 ft span; Sd common layers, any Prelim. Separation Layer (3 oz/yd') or EverGuard Drill-Tec #14 Fastener with Drill-Tec 2 in. 5.5-inch wide laps spaced -45.0 nails 6" D.C. combination attached EverGuard TPO Double Barbed XHD Plate D.C. and sealed Layer It Cushioning Layer (6 oz/ydz) with a 1.75-inch heat weld. with ai1.7 Min. 19/32-inch plywood or 1-inch One or more EverGuard Polymat Fastened 6-inch o.c. within 5- W-61. wood plank; 2 ft span; 8d common layers, any Prelim. Separation Layer (3 oz/yd') or EverGuard Drill-Tec #14 Fastener with Drill-Tec 2 in. inch wide laps spaced 55-inch -52.5 nails 6" D.C. Combination attached EverGuard Polymat TPO Double Barbed XHD Plate inch and sealed with a 1.75- Cushioning Layer (6 oz/ydz) inch heat weld. tvMin. 19/32-Inch (new or existing) or min. 15/32-Inch (existing) plywood or One or more EverGuard Polymat Drill-Tec #14 Fastener with Drill-Tec 2 in. 12-inch D.C. within 6-inch W-6� 1-inch wood plank over No. 2 wood layers, any Prelim. z Separation Layer (3 oz/yd) or EverGuard Double Barbed XHD Plate fastened wide laps spaced 48-inch D.C. -52.5 trusses; 2 It span; Ed ring shank nails Combination attached EverGuard Polymat TPO through deck to engage wood joists, (over wood joists) and sealed y 6" D.C. I Cushioning Layer (6 oz/ydr) I minimum 1-inch embedment into joist with a 1.5-inch heat weld. G7 i NVvtO E LLC Certifico[ Aumorizarion#324S5 02019 r0 ETC, LLC 7'h EDITION (2020) FBC HVHZ EVALUATION EverGuard TPO Roof Systems; (800) 766-3411 Evaluation Report 01506.12.13-1-R37 for FL36730-R36 Revision 37: 12/10/2021 Appendix 1, Page 16 of 133 TGFU.R1306 - Roofing Systems x ' - http://database.ul.com/cgi-bin/XY V/template/LISEXT/1 FRAME/showpa... "EverGuard@ TPO 3 Square Low VOC Bonding Adhesive" applied at 60-R.2/gal. 1. Decia NC SINGLE PLY MEMBRANE ROOFING SYSTEMS (TPO) Class A - Mechanically Fastened Incline: 1/2 Barrier Board (Optional): — One or more layers Georgla-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck0 Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum V4-1n. thick, or Unted States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum V4-in. thick. Insulation (Optional): — "EnergyGuard—" or "EnergyGuard^ Ultra" or "Energy Guard`" RF" or "EnergyGuard'" RA" or "EnergyGuard`" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RM" or wood fiber or glass fiber or perlte, any thickness, mechanically fastened. Cover Board (Optional):—'/2-in. thick "EnergyGuard'" HD" or V2-in. thick "EnergyGuard'" HD Plus", mechanically fastened. Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard Extreme@ TPO" 50-mil to 80-mll, mechanically fastened. 2. Deck: NC Incline: 21/2 Insulation (Optional, see note): — Any UL Classified, any thickness. Barrier Board (Optional, see note): — Minimum 'h-in. thick gypsum board or V4-In. thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum'/4-In. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G)" or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX). Membrane: — "EverGuarci@ TPO" 45-mil to 60-mll or "EverGuard Extreme@ TPO" 50-mil to 60-mil, mechanically fastened. Note: — A Barrier Board is required when insulation Is present. 3. Deleted. 4. Deck: NC Incline: 1/2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DemDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'^ 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 V4-1n. thick. Insulation (Optional): — "EnergyGuard'"" or "EnergyGuard'" RA" or "EnergyGuard'" RF" "EnergyGuard'" Ultra" or "EnergyGuardT" RN" or "EnergyGuard'" RH" or" EnergyGuardTm RM" or wood fiber or glass fiber or perite, any thickness, mechanically fastened. Cover Board (Optional):—'/2-In. thick "EnergyGuardTM 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 Utre" 50-mil to 80-mil, mechanically fastened. S. Deck: C-15/32 Incline: 1/2 Primer. —'OPCOAT@ FlreOut'" Fire Barrier Coating" or "FireOut'" Fire Barrier Coating", applied at a rate of 1-gal./S00-fit?. Base Sheet (Optional): — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Fri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 Ultlma'" Base Sheet" or "GAFGLAS@ Stratavent@ Nallable Venting Base Sheet", mechanically fastened. Slip Sheet (Optional): — One ply "VersaShield@ Sob'" 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 Incline: 1/2 Barrier Board (Optional): — Minimum 1/4-in. thick Georgia-Pacifc Gypsum LLC "DensDeck@ Roofboard" or "DemDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 92-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 G3 "GAFGLAS@ Ply 4" or'Tri-Py@ 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 Utlma'" 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-mll, 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. Dedr: C-15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield@ Fire -Resistant Roof Deck Protection" or one ply "VersaShield@ Sob'" 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. Deda C-15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShleld@ Fire -Resistant Roof Deck Protection" or one ply "VersaShleld@ S010— Fire Resistant Slipsheet", mechanically fastened. RM41KEDR a T Insulation: — "EnergyGuard`"" or "EnergyGuaM'" RF" or "EnergyGuardTM Ultra," or "EnergyGuard`" RA" or' Er5w� JL:IJJ "EnergyGuard`" RH" or "EnergyGuard'" RM", any thickness or any UL Classified wood fiber, mechanically fastened. Cover Board (Optional): — 142-1n. thick "EnergyGuardT" HD" or 1/2-in. thick "EnergyGuardT" HD Plus", mechanically fast Mt 1 3 i 41 of48 BY: PM TGFU.R1306 - Roofing Systems http://database.ul.com/cgi-bin/XYV/template/LISEXT/I FRAME/showpa... Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard Extreme@ TPO" 50-m1 to 80-mil, mechanically fastened. 9. Deck: C-15/32 Incline: 3/4 Slip Sheet: — Two plies "VersaShield@ Solo'" Fire Resistant Silpsheet", mechanically fastened. Insulation: — "EnergyGuard'"" or "EnergyGuard'" Ultra" or "EnergyGuard— RA" or "EnergyGuard'" RN" or "EnergyGuardT" RH" or "EnergyGuardT" RF" or "EnergyGuard'" RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional): — rh-in. thick "EnergyGuardT" HD" or 1/2-in. thick "EnergyGuardT" HD Plus", mechanically fastened. Membrane: — "EverGuard@ TPO" 45-mll to 80-mll or "EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 10. Dedr: C-15/32 Incline: 1/2 Slip Sheet: — Two plies "VersaShield@ Fire -Resistant Roof Deck Protection" or one ply "VersaShield@ Sob'" Fire Resistant Slipsheet", mechanically fastened. Insulation: — "EnergyGuard—" or "EnergyGuard'" RF" or "EnergyGuard- Ultra" or "EnergyGuard'" RA" or "EnergyGuardT" RN" or "EnergyGuard'" RH" or "EnergyGuard'" RM", any thickness or any UL classified wood fiber board, mechanically fastened. Cover Board (Optional): — ya-in. thick "EnergyGuardT" HD" or y:-In. thick "Energy(ivarcl " HD Plus", mechanically fastened. Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard Extreme@ TPO" 50-mil to 80-mil, mechanically fastened. 11. Deleted. 12. Deleted. 13. Deleted. 14. Decki C-15/32 Incline: Unlimited Slip Sheet: — One or more plies "VersaShield@ Sob'" Fire Resistant Slipsheet", mechanically fastened. Insulation: — Any UL Classified, any thickness, any combination, one or more layers (except EPS and wood fiberboard), mechanically fastened. Membrane: — Any UL Classified GAF or Duro-Last Inc. mechanically fastened (membrane must be currently Certified for use over the insulation used. Actual incline Is determined by the membrane/Insulation Certification. This Certification is only for use with GAF or Duro-Last Inc. TPO membranes). 15. Deda NC Incline: 2 Insulation: — Polystyrene or EPS or beadboard, any thickness, mechanically fastened. Slip Sheet: — One ply "VersaShleld@ Fire -Resistant Roof Deck Protection" or two plies "VersaShield@ Solo'" Fire Resistant Slipsheet", mechanically fastened. Membrane: — Any UL Classified (membrane must be currently Classified for use over the insulation used. Actual incline is determined by the existing membrane/insulation Classification), mechanically fastened. 16. Deleted. 17. Deleted. 18. Deck: NC Incline: 2 Membrane: — "EverGuard@ TPO FB Ultra" 45-mll to 80-mil or "EverGuard Extreme@ TPO FB Ultra" 50-mil to 80-mil, mechanically 19. Decla C-15/32 Incline: 21h Slip Sheet: — One or more plies "VersaShleld@ Solo'" Fire Resistant Sllpsheet" mechanically fastened. Membrane: — 45 to 60 mil "EverGuard@ TPO" or "EverGuard@ Extreme@ TPO" mechanically attached. 20. Decla C-15/32 Incline: 3/4 Slip Sheet: — One or more plies "VersaShleld@ Sob'" Fire Resistant Sllpsheet" mechanically fastened. Membrane: — 80-mil "EverGuard@ TPO" or "EverGuard@ Extreme@ TPO", mechanically attached. 21. Deck: C-15/32 Incline: Unlimited, See Note 1 Slip Sheet: — One or more piles "VersaShielde Solo— Fire Resistant Slipsheet" mechanically fastened. Membrane: — Any UL Certified GAF or Duro-Last Inc. TPO mechanically fastened Note 1: Certification and maximum Incline will be the same as that of the Certified GAF or Duro-Last Inc. Roofing System (TGFU) currently limited to noncombustible roof deck. This listing Is only for use with GAF or Duro-Last Inc. TPO membranes. 22. Deck: C-15/32 Incline: 1/2 Insulation: — "Minimum 3-in: thick TnergyGuard— Utra" mechanically fastened with buttjoints In the insulation staggered a minimum of 12-in. from buttjoints in plywood roof deck. Membrane: — "EverGuard@ TPO" 45-mil to 80-mil or "EverGuard@ Extreme'" TPO" 50-mil to 80-mil mechanically fastened. Class B- Mechanically Fastened E N T E R E D 1. Dedc NC Incline: Unlimited JUL 13 * i 42 of 48 BY: 7/27/2016 5:26 PM