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WS-15-599 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-230572 Permit Number: WS-3-15-599 Scheduled Inspection Date: October 20, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CELESTINO, MARIA PIA Work Classification: Window/Door Replacement Job Address: 173 NE 106 Street Miami Shores, FL 33138- Phone Number Parcel Number 1121360060390 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACING 12 WINDOWS WITH IMPACT RESISTANT IINNSPECSPEC Passed Comments TOR COMMENTS False Inspector Comments Passed Failed Correction ❑ '� Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 19,2015 For Inspections please call: (305)762-4949 Page 8 of 42 > Miami Shores Village FES 17 Z015 Building Department - 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ) d BUILDING Master Permit No. P?E PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC Q ROOFING ❑ REVISION ❑ EXTENSION ORENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 174 NE 109 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-009-0100 Is the Building Historically Designated:Yes NO X Occupancy Type: SGL FAM Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ADRIAN PALMA Phone#:305-310-3751 Address:174 NE 109 STRET City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: GEN-EX BUILDERS, LLC. .PPhone)#x3055252545 f Address: �� rr City: 4'i GLI State: FL Zip: U38�8- �� G Qualifier Name: HENRY LOUDENPhone#: 3055252545 State Certification or Registration#: CGC060092 &CCC1328506 Certificate of Competency#: CGC060092&CCC1328506 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$9500.00 Square/Linear Footage of Work: !�J Type of Work: ❑ Addition ❑ Alteration lNew Repair/Replace ❑ Demolition Description of Work: REPLACE ROOF TILES d� Specify color of color thru tile: Submittal Fee$ Permit Fee$ c kJ •G CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ sclo. TOTAL FEE NOW DUE$ t .1X0 (Revised02/24/2014) ( OG '1 Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 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 job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o such po d notice, the inspection will not be approved and a reinspection fee will be charged. !� Signature Signature OWNER or AGENT C A Th(e foregoing instrument was acknowledged before me this The foregoing instrument as acknowle d before me this 6 /-�L day of 20 by �7�lay of Fly' ) 20 IS by ADRIAN PALMA is personallyknown to` HENRY LOUDEN who is personally known to me r who has produced as C0' who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: t `t f Sign: Sign: a' A LOPEZ Print: AN `��= Notary Public-State of Florida Print: ANAL F?,� •,�z? Notary Public Slat - • er y mExpires pr = • P; ;.-. ar My Comm.Expires Apr 3,2017 o,.� Commission�FF 4386 Seal: of F�,, Seal: ;�F t�� ` Commission k FF 4386 p. APPROVED BY ► %Irl Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 'STATE OF FLORIDA DEPARTMENT OF BUSINESS AND , P PROFESSIONAL REGULATION CCC 1328506 ISSUED: 10/12/2014 CERTIFIED ROOFING CONTRACTOR LOUDEN, HENRY TRAN GEN-EX BUILDERS, LLC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date AUG 31,2016 L1410120000638 } STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CGC060092 ISSUED:' 10/12/2014 CERTIFIED GENERAL CONTRACTOR LOUDEN, HENRY TRAN S GEN-EX BUILDERS, LLC IS CERTIFIED under Ex i the provisions of p ration date AUG 31,2016 C h.4 8 9 L14101200006006 41 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. AndVALID OCTOBER 110,2014a THROUGH SEPTEMBER 30uderdale, FL 33301-1895— 4 000 2015 DBA: Receipt#:GENERALO CONTRACTOR (GENERAL Business Name:GEN-EX BUILDERS LLC Business Type:CONTRACTOR) Owner Name: KEVIN KAUFMAN Business Opened:11/21/2007 Business Location: 2008 HARDING ST State/County/Cert/Reg:CGc1508118 HOLLYWOOD Exemption Code: Business Phone: 954-554-0821 Rooms Seats Employees Machines Professionals 2 For Vending Business omy Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 _ _r;_00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: KEVIN KAUFMAN Receipt #13B-13-00011299 500 S FEDERAL HWY 41641 Paid 09/30/2014 27.00 HALLANDALE, FL 33008 2014 - 2015 4 GENEXBU-01 RGOPAEZ ►' ►�` ' ► CERTIFICATE OF LIABILITY INSURANCE '� 2212�vl ;{. ��r„ 112212015 'THIS 'CERTIFICATE I5 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY ,AMEND, EXTEND OR ALTER THE COVERAGE AFrORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,ANIS THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an AODITI©NAL iNSUREiO.the policy(ies)rnClst he endorsed. if 5UE3Ri)GATBON I5 WAIVED.-sub ject to the terms and ecrriditions of the policy,certain policies may r+:'yuiae dart endorsement. A%tatement on this certificate doles not coater l Kjhts to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME Collinsworth,Alter,Fowler&French,LLC PHONE Rax _ Governors Square Blvd '{ �,r_,i {3015)622-78---00 ..... _.... Jc N�j(305)362-2443 8000 Gc Suite 301 E MAII. _ — Miami Lakes,FL 33016 ADDRESS- iNsuRER(st AFFORD,Na CC,V-�RAGF rar,c ..__....... INsLRcR A:Ohicr Security insurance Company 2417$2 ................. UauL+REG ........ INSURER e:Association Insurance Co '11240 Gen Ex Builders,LLC PO Box 570150 �N URER n _ Miami.FL 33157 I i'Y UkLf{E COVERAGES CERTIFICATE NUMBEW REVISION NUMBER. TF#IS 1S TO CERTIFY THAT THS =01 ICI F,4 03 INS UJRA_tCD I TED BELOW HAVE BEEN ISSUED I rHE INSURED NAMED ABO VE FOR THI.PC.IJC"PE_u;O^ INDICA"TE(). N0I1Ah1HSTANDNG ANY REQUIREVE'NT, TERM OR CONDITION :); ANY %;OhiT'RLGTOROTHER DCR'U'.v?FTa7At1it-,RESPE(:':'T:1WHICH THIS CERTIFICATE ?i%Y BE ISSUED. OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES I)ESCRIBEO HEREIN ISSUBJECT TOALL THE TR I'h , EXCLUSIONS AND C N EYTiONS OF SUCII POLICtES.LIMITS SdHOWIN fylAY dAVE'.BEEN REDUCED BY PAID CLAIMS. 1NS€F ._..._. __. __. __........ IATSt9i'riESR' –__ Y�L�L Ls'2 F1 Puuc EXP _ ... _. LTR Tx Pr Or lNSLIR AM E ifNSCs V1'Yh Fr t.f Ytv ilAi"aE'N IMMf ,Cl€t�y, I p9CR,i LI`e-`Y� LIPi — ._. ............... ....•... .._. ._.._.. �..-+ A X COMMFRCIALGENERA LrmQvwr I C I 1000.00 1B44S1655937492 01!22,12015,01l22;?016 300.00 I v A ,",;,A._ . !: 15,000 } .... _ 7 I { :f�I I' t G1VWyAFV filF 2 ODO.s'0'; X :4aR j R: 2..000.00 n. c: AEITti3PJ@ILE L3t16x^i.7Tf C= r'zri , I-, rr .._1,000,000 .......... 1AI ) _ „Iv FBKS1655937482 01122120151 0152172016 HOt Aur i {I;I,. Ji7` .. , UMBRELLA UAC EXCESS LEA ' �CI ht t t?"tf I I 4 .. - .. _.___.._.... .._.. _.._.____..r_.............. _ _ _. ...._ WORKERSCOMPENSATION 1 AND EMPLOYERS 11083 ITY(.9-f is xaalaa �tr t xc ',.R- r r N N s a WCV0164891 01/212015 01,221201fi 1.000,000 i _, II—�t r t C41�ndafor;In Nrs> L—f? r. .I 1,000.0066 ...... .. >.szi .x JM -F" u 1,000,000' s I r�ESCRIP`ON Or (ACOR€3 VY,Atit3N'n^—I R@nr2rkv Schz�t?ufea,may°us�h.arhen iC mr re,R.,.fl is�<+�i.irQ7} RE-ROOFING 174 NE 109 STREET.MIAMI SHORES,FL 33161 CCC 1328506,HENRY LOUDEN QUALIFIER GEN-EX BUILDERS.LLC. CERTIFICATE HOLDER � � CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVENUE _ MIAMI SHORES,FL.33138 ArTHORIZEDriPRESCNIA'IV s � 1988-2014 ACORD CORPORATION, All rights reserved. ACORD 25(2014101) The ACORD narne and logo are registered marks of ACORD I C y IT *000 :go**: COPY E 11 LL •••••• , � I • . t •••••• •••••• • �Igoo. : 00000 •• ...... .... • • 09 :0*00: _. • FEB 172015 fkAK s �Ile—Am'.T. IT �.�` n e�- 0 i mi Shires Vill',19e �- � DoAT>= ZONING DEPT BLDG DEPT SUBJECT i O c(,NIPLIP.NCE%M ALL.FEDERAL F,-ATE ANv Ll lily i°f rel L S AND REGULATIONS e x r AV Florida Building Code Edition 2010 h Velocity Hurricane Zone Uniform Permit Application form Section D (Steep Sloped Roof SVstem) Onn, em nufacturer: 4� Product Approval Number: Minimum Design Wind Press res,If Applicable(From RAS 127 or Calculations): a"7 POO -!? P1: f P2. P3..e . Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: ° Steep Sloped System Description Deck Type: 20 L '/11 S*1 Roof lope: Type Underlayme t: 12 insulation: Fire Barrier: 1110'V a Fastener Type&Spacing: - J Ridge Ventilation? Adhesive Type: Type Cap Sheet: Roof Covering: Mean Roof Height: Type&Siae.br4X* •.: ••• Edge: ... . . . . ... . . . V .. . . . .. .. ... . . . ... . . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2.Compare the values for M,with the values from Mt.If the M,values are greater than or equal to the Mr I values,for each area of the roof, then the the attachment method is acceptable. Method 1 "Mnment Based Tile''-'-•''-+•ons Per RAS 127" (P,: "Ov7�.. Mg: , M; � Product Approval M,47__5 (P2: /1, � XX =; z,"SZ-Mg: J =M,,."J.49Product Approval M,z 9.5 (PA,95 41x X'V =Jz, Mg: -M, $ Product Approval M, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mf Mf Re uired Moment Resistance* Mean Roof Height-► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P,: x 1:_ __x w:=_ -W:_ x cos 0: F,, Product Approval F' (P,:_x 1:___x w.. -W:_ x cos 0:-Fr2- product Approval F' x 1: _x w:= ,-W:_x cos 0: Fra_ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier \ Product Approval • • • • • • •'• Restoring Moment due to Gravity M, Product Approval • •• • • • • • •• • Attachment Resistance M, Product Approval • Y • • • Required Moment Resistance M, Calculated • •• Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated • ••• ••• • Average Tile Weight W Product Approval • • • • • Tile Dimensions I=length Product Approval •• • • • • • • • • • • w=width Pp • •• • •• • • • • All calculations must be submitted to the Building Official at the time of permit application, • • 0 • ••• 0 • • r MIAMI 114 v MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.LloWnera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manulagctIT.r oI its distributors and shall be available for inspection at the job site at the request of the Building Official,; ; ••� This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. • • • • • The submitted documentation was reviewed by Alex Tigera.MIAMI•DADE COUNTY �/'�+ •• • !.�1�OA Nik: f1,b222.QI: ••• �� •Expiration Date::04/Z6/11 ••• A rovagVate::�4/19/1 • • • ISP 1 • Page 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 006 • 0 ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood I. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1 = 17" TAS 112 High profile, interlocking,one-piece'.'S' w= 13" shaped, high-pressure extruded concrete roof '/a"thick tile equipped with three nail holes. For direct deck or battened nail-on, mechanically fastened,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-1 12 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each the profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nait-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth .sfi'anknai[c .•. .•• Redland Technologies Letter Dated Aug. 1, Wind TunnttT1st:ng : :•;kuj..1994 1994 TAS 108�Nai 1-6n) • • MIAMI•DADE COUNTY •• •:• : :• •+• •• • PIOA i\o.•52�02:2.02 •••, , ': :. .£xpira QoA Dlatg: §4/:6/17 ... ..Approval Date: 04/19/12 Page 2 of 7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3"Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing .Tune 1996 Engineering, Inc. TAS 102 (4" Headlap,Nails, Clips) Celotea Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . CMIAMINADMEC ... . .• ; j;A No«•12:0f22.02 ■ •: :. • .Expixjsiot IIate: D46/17 ••• • ••'App4oval Dale: 01/19/12 Page 3 of 7 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . w 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 1.18,RAS 119,and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w } Tile Profile Weight-W(Ibf} Length-1 (ft) Width-w(ft) Barcelona 900 11,5 11.417 1.08 Table 2: Aerodynamic Multipliers -X(ft) Tile %(ft ) (ft') Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity- M9 (ft-Ibf) Tile 2":12" 3":12" 4":12" VAT' 6":12" 7":12" or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 • •• • • • • ••• • MIAMI•DADECCI'm ; • ; ; 110ANo.;i2p222.o2 �ff •; ;• • •Expirjt o&D�tV Q4/Z6/17 •.. • ••Approval Date: 04/19/12 Pape 4 of 7 Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Nall-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 48 Screw 20.7 20.7 1 8.1 2.#8 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave CG 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Pol foam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam Pol Pro TM 66.5 Pol oam Pol Pro TM 38.7 3 Large add Placement of 63 rams of Pol Pro TM. 4 Medium paddy Placement of 24 rams of Pol ProTI^. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 Mor-tar-Set' • ••• • • 5. Tile-Tite Roof Tile Mortar .,. . MIAMI-DADECUNTY .. • OAVO • 2i0*2.021 Y £x i%ioA D,%t%: 141:6/17 Approval pate: 04/19/12 Page 5 of 7 Or . .. .. . . . .. .. ... . . . ... . . S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". 0 LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... .. . • : ; ; ;0A.�io; 12-0222.02 MiAMI•DADE COUNTY •• • • • •ka •� , ..� ,■ •.: :• :.. : 1 t' n•v e: 04/26/1.7 Apprbval Vate: 04/19/12 Page 6 of 7 ••• • • • • ..• • • . • . • . • • . • • • .. .. • . • .. .• .•• . . . ... • . PROFILE DRAWING NAIL HOLES OVERLOCK Zl- "w ..... ' b Litt {r k 3 5/8 17 Spry+� ,k fY y 13 r, UNDERLOCK ti r BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . : 12-0222.02 N*A:�e. C DADS COUNTY .. . . . • t' n.*"e: 04/26/17 ••• ••• • ApprMva!Date: 04/19/12 Page 7 of 7 • • • • • • • • • • MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the BUjJdiJW,Offi�ial.. • This revises NOA#12-0713.02 and consists of pages I through 9. •; ;•; •• The submitted documentation was reviewed by Alex Tigera. • NOA No.: 14-0717.08 MIAMI-Igoe COutvrY Expiration Date: 09/13/16 ••• • • • • 0:0 • -Ipproval Date: 01/22/15 • ; ;•; ; ; . ; Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeory: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing Location 6558"x 3'33/8" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/8" membrane, glass fiber reinforced with polyolefinic 60 mils thick film on the upper surface for use as an #2 underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Manufacturing Location 65' x 3'33/8" APP polymer modified, fiberglass reinforced, #1 & #2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice &rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass- Manufacturing Location 61' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM Arul;l erizei aVhajt self-#lhering, glass- Manufacturing Location 61' x 3'33/8" D 1970 ;fiber/11)1�e!tee rdiinj'otte:waterproofing #2 60 mils thick rnemUak.:Designe$:as a metal roofing and roof •.. ••• •• • • • •• the underlayment. 046 ••• • ,•• ••• • •.• .• • • . . . •• • • • • . NOA No.: 14-0717.08 MIAM4DAD:couNTY ��♦ Expiration Date: 09/13/16 0:0 +:• Alproval Date: 01/22/15 i : • : :•: : : • : Page 2 of 9 • •• •• • • • •• •• ••• • • • ••• • • PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Aizency Test Identifier Test Name/Report Date Trinity I ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 &G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 &D1970 10/19/11 P40390. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 &ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970 &TAS 110 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09 Momentum Technologies, Inc. JX201-17A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTM D4798 &G155 11/09/09 DX2313813 TAS 103/ASTM D4798 CQI1 5. . .0418`L0 DX23D8A TAS 103/ASTM D4'798 &(:I%: :DZI:/10 . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . . .•• •••NOA..No.:.i 4-0.71.7.08 Mwr�a�a�ecouNn Expiration Date: 09/13/16 ... PRprovgl pate: 01/22/15 �P . • � •�• age.. 3 of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Membrane: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood, non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum 6"vertical (Optional) laps. Membrane: Polystick TU Plus, self-adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . ..: : :••NCA No.!4-0717.08 MLAMI DADE COUNTY Expiration Date: 09/13/16 �FRIIWWZOD31pip rov.aDaae: 0 /22/15 :Page.4 of 9 . . . . • . . . . . . •. .. . . . .. .. ... . . . ... . . INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes,stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus, Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing,roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exp'sure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 �L8O... � 94 . 1$0 FL. . . . . Hazelton,PA. N/A 90 N/A 180 N/A N/A /A " ' ' ' • •• •1• .. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 0:0 . ... 0 0 .. . . . . . . . . . .. . .. . . . . MIAMI•DADECOUNTY 4N06A No.: 1'4-0717.08 �FJ. . , ••• Expiration Date: 09/13/16 Appr9v4WaV: 016/22/15 page'of 9 . . . . . . . . . . . .. .. . . . •• •• ... . . . ... . . 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU Plus,Polystick Tile Pro, Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope i! Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . . .. . .. . . . . ••• • •••NO•A No.: 14-07'17.08 MIAMI-DAD,COUNTY Expiration Date: 09/13/16 ... . E nprpvgLDate: 0'6/22/15 ;.; bagel of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. I Roofing Tiles (6 Max. Per Stack) i I CL 12 o 6 j_ R�ot`Reck prepared with PO I WnCK,TU Mus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P, Polystick TU Max,Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe, Polystick TU Plus, Polystick TU P,Polystick TU Max,Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. ... ... .. . . . . . 00 . . .. . . . . MIAMI•DADE MUNTY "-NO.'A.No.:.14-079 7.08 •••. Expiration Date: 09/13/16 ... E AprovzLDaW: 0'6/22/15 :Page-7 of 9 . . . . . . . . . . 0% .. .. . . . .. .. 0 . . ... . . 4 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area, area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back- nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6"wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12",precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA) approval for Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . .. . . . . . . . . . .. .MI .. . . . . AMI•DADE COUNTY NOA No.: 14-0717.08 ••• Expiration Date: 09/13/16 IIIA .,.• � � P ... .4nprPvVL1Dare: 016/22/15 ;.; ; paged of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . .. . . . . . . . . ••� •• ••'NOA No.:•14- 17.0807 MIAMI•DAD;COUNTY Expiration Date: 09/13/16 ••• • �pprgv4l.I,IaV: O1f22/15 pagell of 9 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MIAMI-DADE COUNTY MAW PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. .. ... . . . . . .. This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. •• • • . .. . . . . ... . The submitted documentation was reviewed by Alex Tigera. • • • • • .. ••• •• • • • .. . ... . ... ... . • • • �10l�Nq.:J4 08P5401 MIAMI•DADE COUNTY ••• • ! • 1 • % •Ef iratio►t DatO B5,%9n 7 ••• • pproval Date 09/04/14 Page 1 of 11 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F., 2 weeks +6.0%Volume Change @158°F., 100%Humidit 2 weeks .. ... . . . . . �i Closed Cell Content ASTM D 2856 86% '. .+ .•: : : :•: •• . * 0 Note: The physical properties listed above are presented as typical average values as determined by • �� accepted ASTM test methods and are subject to normal manufacturing variation. • MIAMI•DADE COUNTY • NOJ No,: t4'-08§5.01 •�� • Ex§Vptio0•Date!A10,17 Approval Date: 09/04/14 Page 2 of 11 1 J EVIDENCE SUBMITTED: Test Ai!ency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute1- 0 6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M—2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low, &high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . • • • N�Oft No;,: j4-0805.01 MIAMI•DAD,COUNTY • • Ejpiratibp•DfiV! 05/10/17 Approval Date: 09/04/14 Page 3 of 11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Y f INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30 & 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . ... . ... ... . MIAMI•DADE COUNTY ••i i• • ••• • lyOtNo:: t4-0805.01 �uI... i ... . ... EJAiratibp•DA*! 05/10/17 Approval Date: 09/04/14 Page 4 of 11 ..• . . . . ... • . . . • • • • . . . . . .. .• . . . .. •. .•. . . . ... • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ...• BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... . ... ... . 0 0 0 ; . o ; )TO.4 NQ;: j4-0805.01 CDADE COUNTY■ 000 •• •• :o o F4 &0Wte? 05/10/17 Appro�val Dae: 09/04/14 Page 5 of 11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL# I N r#rargKPlastic Cement 'Paddy l •oftUa) Flat/Low Profile Tile I. Starting at the eave course,apply a minimum 2" ,� •., (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam Aw, paddy onto the underlayment positioned as shown, _ w under the strengthening rib closest to the Overlock `'�. ��i� � �� •� of the tile being set. V 2. Continue in same manner.Insure approximately 17 ° 109.7 cm —23 (148.4 cm square inch adhesive 4, ,,. contact with the underside of the tile. WV �� 2x1 •,„ r5 Emma(luaus• F Nail thraw®hptaskomnent Medium Profile/ Double Pan Tile whan requimb Phdap ,••r,ra 1. Starting at the eave course, apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam «, paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the ry Overlock of the tile being set. s 21tki 2. Continue in same manner. Insure approximately 17 Ilirmens 90 •i 109.7 cm2 —23 148.4 cm2 square inch adhesive ( ) ( ) q � � �• _ contact with the underside of the tile. tiIQits tawcowrs• ��a' �► _, asci. kA shm"gh Pi•uit, High Profile/Single Pan Tile (m&ear•gukadk _= dd [Bwh••;MTlui I. Starting at the eave course,apply a minimum 2" 5 (50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam d ' paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the in.Wide Overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2) square inch adhesive contact with t�e>�>;derside of the tile. i .. 'E3w cLkilrS• ar ✓ P33[i� rnr•Klasure •• ••• •• • • • •• Al syr d)r9p• • ••• ••• ••• • ` ` • NOA N4.:14-0805.01 MIAMI-DAD'COUNTY ..; ;' ;.. l�.'xpirattw Date• 05/10/17 Approval Date: 09/04/14 Page 6 of 11 . .. .• . . . .. .. ... . • . ... . • ADHESIVE PLACEMENT DETAIL#2 Ki r9h PN t+c twoom �+�r lwri.. raj Flat/Low Profile Tile t mow • , " �- r lesd.ri�yrrrarty: r ". ,, � ", 1. Starting at the eave course, apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of 2in, the tile being set. Insure approximately 17(109.7 cm) a••Ln�„.I —23 (148.4 cm )square inch adhesive contact with the underside of the tile. " ` w 2. At the second course, apply a minimum 2"(50.8mm) aw 'a i" ~ •r x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the Kr Zen ,. ,.'' underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm)- 12 (77.4 cm)square inch adhesive contact with the underside of the tile. "Itkro hP"Iticmmer" Medium Profile/Double Pan Tile twh•n rer»rid) __v,ady �a•�•„h ++�: 1. Starting at the eave course,apply a minimum 2”(50.8 udIy ;• mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy nw `t- onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set. Insure approximately 17 (109.7 cm )— a .4 „ice Sµ t R, 23 (148.4 cmz) square inch adhesive contact with the em 9Pqk)rt � ., „� .n_ underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) x 7"(177.8 mm)x l"(25.4 mm)foam paddy onto the 5h�f underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14 (90.3 cmz)square inch adhesive contact with the underside of the tile. (Instructions coiatjn?jjd o4i Wxt Pape) • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • • MIAMI•DADE COUNTY • r1QA NQ.::4-0805.01 �� • UiVerpol� • lMirat1V D & 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) NJOwoughp6stkC. High Profile/Single Pan Tile 1. Starting at the eave course, apply a minimum 2"(50.8 mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the * _ N � ` tile being set. Insure approximately 17(109.7 cm2)— ,` - 2.1�. -' 23 (148.4 cm2)square inch adhesive contact with the • ��j r .x "` underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) " Fa, ,n x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan ,Q offln, 2portion of the tile closest to the overlock of the tile Drip edge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. .. . .. .. . . ... . .. ••• •• . . . •• . ... . ... ... . MIAMI•DADECOUNTY :•� 0�FJ • •: NIA No.:•1.4-680.01 ..., I % $xpirafenbate• 4/14/17 "' 'Approval Date:09/04/14 Page 8 of 11 . . . . . . . . . . . .. .. . . . •• .. ... . . . ... 0 0 ADHESIVE PLACEMENT DETAIL#3 wail through plastic cement. Paddy(between tiles) dwbenreWire 11 1 1. On the eave course only, apply a minimum 2" (50.8 Battens option, I mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Paddy{wrdertile) onto the underlayment positioned as shown,under singtepaddy the strengthening rib for flat tile or under the pan on top d W�e portion of the tile for low or high profile tile closest to the Overlock of the tile being set.Leave aYain. �.;�:^. spxd ,� I approximately 4" (101.6 mm)up from the eave �,► ti x, single paddy �, �^' edge free of foam to prevent the expanded adhesive on undedW 3xain from blocking the weep holes. Insure approximately 17-23 int(109.7-148.4 cm2)of taiadhesive contact with the underside of the tile 2in. Fascia 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm) foam paddy onto the underlayment just below Flat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the N&Hthrough plastic cement Sipgiepaddy under tie pan portion of the tile,closest to the underlock for {HhenGed) Paddy ibe „dleyl the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2) of adhesive i Paddy(under tilel contact with the underside of the tile. Singie Pad on top Ott" . (Instructions continued on next page) /�! r 4x4in, Sirsgi e paddy onYa rn. uaderlaymwd EawUosure EaveCourse - Fascia Medium Profile Tile •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • MIAMI•DADE COUNTY �� • NbA No::•i4-eaes.ol r�. KiviraLon Dat,• 05 1.0/17 Approval Date: 09/04/14 Page 9 of 11 .•. . . • . ... . • . . . • • • • • • . . •• .. • . . .• .. ... . . . •.. . . Y • • r ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nall through piastic ce Sithe paddy tender the t hen requireco 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4 >�ddyi�ea.reenulesi (19 mm)paddy on top of the eave course tile Battens paddyiuneer�iiei surface as shown, on top of the strengthening rib optional • / for flat tile or on top of the pan portion of the tile, I closest to the underlock of the first course of tile. dy on Install second course of tile. Insure approximately dxdin. 9(58.1 cm2)- 11 (71 cm2)square inch adhesive contact with the underside of the tile at the overlap zxai s n Pa on and 7 (45.2 cm2)-9 (58.1 cm2)square inch top tie adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. Eave Course fasda Weephole loin. in. Eave dosure LM Drip edge 141911 ProOlar Tl[o . .. . . . . ... . .. ... .. . . . .. MIAMI•DADE COUNTY i •• NSA 0 0 0 K 4-�HQ�.O1 e . .• Expiratlen Daftg:8 05/•l0/17 "• Approval Date: 09/04/14 Page 10 of 11 ... . • . . ... . . • .• .. . • • .. .. ..• . . . .•. . . ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)Piece enough adhesive to achi•va 65 to 7t7 sq.in. Steep pitch applications 1. Starting at the eave course, apply a minimum 2" in contact with the pan tile. (when required) (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam s)Tum covers upsidedown.Place adhesive in paddy onto the underlayment positioned as tot In.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then Install the tile.Ensure 24 to 25 sq.In.contact area. oxo tiles from rocking until adhesive has a chance to Underlayment �' cure. 2. Continue in same manner bringing two pan qf courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70 (451.6 cm2) square inch adhesive contact with the underside Sheathing of the pan tile. Eaveclosure (motarshown) 3. Turn covers upside down exposing the underside Weephols Fascia Board of the tile. Apply a minimum 1”(25.4 mm)x 10” (254 mm) bead of adhesive directly on the inner Remove top portion oftheeavecourse cover tile.Abuttosecond course of edge of each side of the cover tile. Leave pantiles.Ensure eave end ofpanand covertiiesareflushateaveline. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile, inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) -25 (161.3 Cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE . .. . . . • . . .. . . . . ... . .. ... .. . . . .. � MIAMI-DAD,CO ;•• 1�JANo,aY4:08�5.01 UNTY • • •. • .. expiration•DItei 45/30/17 •" ' "approval Date: 04/04/14 Page 11 of 11 • • • . • • • • . . .•• . • . ••• • • Miami Shores Village REC MID JUL �o Building Department 15 r� B . _ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 /4/ BUILDING Master Permit No. /Z PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC M ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 174 NE 109 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2136-009-0100 Is the Building Historically Designated:Yes NO X Occupancy Type: SF Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ADRIAN & MARTHA PALMA Phone#:3053103751 Address:174 NE 109 ST City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: GEN-EX BUILDERS, LLC. Phone#: 3055252545 Address: 500 S FEDERAL HWY, #1641 City. HALLANDALE State: FL Zip: 33008 Qualifier Name: HENRY LOUDEN Phone#: 3055252545 State Certification or Registration#: CCC 1328506 Certificate of Competency#: CGC 060092 DESIGNER:Architect/Engineer: Phone#: / Address: City: State: Zip: Value of Work for this Permit:$ —� �' f'0G Square/Linear Footage of Work:-M - Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: INqTAt � 7 Specify color of color thru tile: Submittal Fee$ Permit Fee$� 'CY3 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (4`r ' C�� (Revised02/24/2014) ( � . G� • Bonding Company's Name(if applicable) N/A Bonding Company's Address City_ State Zip Mortgage Lender's Name(if applicable) N/A 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 on 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 ,'or the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this —_T day of r 20 by day ofi ;—— 20 by 1 who is personally known to . ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC — — — — tl— -; NOTAR7UBLIC: 9Kt 11 N UOISSIWW90, .•`••t +o'' .wap, ., ` N ANA IN.LOPEZ 1[I3Z B d seildx3 wwoO llw AM O = ` Notary Public-State of Florida epioli W elels- ollgnd A Sign: ,•e xptres Apr 3,2017 r' ,' 1 Print: ''ioFv• `� Commission#FIF 4386 Notary Public-State o;3,2017,,da , .•- Seat: +y Pte= My Comm.Expires Aproff,FCommission a FF #### ##iii#iK#/####ii####i########i#######i###i#iiii#####i####i############## APPROVED BY C Plans Examiner Zoning Structural Review Clerk fRevised02/24/2014) Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. _)Cj 0 / '7�-,;� Process No. Contractor's Name '—z?�7V 9,(// z �,r , Job Address T 7 A�) - S ROOF CATEGORY xLow Slope 11 Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 XReroofing ROOF TYPE 11New Roof ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 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. • .. .e I I I I I ...... •• goes. g • 0egege i i- I ! -i I FF I r ,.:_ I ' .x- __-_i. a } i�I t-r-; --i , , 1 1 i f ; r t , , _I-I I- --� {- �-j i .{._..;. , I--- 1 •_ f _.4._ I i'-�-( ' {�---++ I I -�- ' !- t � I .r.1_. I -', 7 �-._,_ �; � i' , , �--- •-- L._ ' ! i- .' -i r ---1- I i-; 1 r-. J_ ..-- � ; i.__.. 1..+ I i i_._,. � I--I- 1 I ..�" .I __1 i.. I- ' i- - �.,.1__. � .....��.., L. �_:, ;. ' r,�' -I A I 1 1 , h , i - ._ !. t-i-; _� � I- -i --i--1 , � I- 1 '-f-- :-- I I ---I-I ,_I_• �_.. :-! _ _i ,._.j f , + - - -I I I �;:+, _•_.1 f_, -1-_I 1 � {_.�- 1 ._'�_. - ;-- - -i---- I --I-- r - ..�.. I i _.I--I-- ' �I - - - t--I -j-- -I --I I I--! -j--�.__I-. _4} _� �.. ! 1 I , i -L. Al illL I-' 1 I , 1 I � . L-4-T- -- - fI l t ryr , t f I r ----+ _ _.-j-- 4 i _ I I a --;� �--i� j t-I-•1_._,�. .l---f-_-I-I-._�.-1-- -F--'^'-: _.-I V j•.l- � ;-_L-1.-.�- -- t .t. _ I--'-t�- --- - - - -- �_- - -''� � - --- -- __f.-Y--- - ---- - -� �1- �� i` - - t i y__-} .... __i. I ___ _'_ I -i �--I-_�� I- ; _� i � I � I � .-1 I I I-i I-.- 1 I - � i � _-�- I I..1.� ✓ ! I---!- {.___, -,_.., I if �Ti � - so I I : ip I _..-�_l_�_�., r i I I 1 ' '�_} t ( ..-I i I ' �, �„�! � +-.s'-'h- • •�� _ i� � f r � I -- 1 -- - - - - - - - I _,.. _l__�_. •- 14- I I - - _ ;-..� , L I j ''•_ •I. R_!�; _ J.- -- -{ - -1- ---?- i ---- --+- - - - -+- . --t-+- I 1I , ; � i 1 i. '_f f i i I , _;. ! _�,_ ' f s -' � : �•i �__ '• i I fi � I-' I -�--�� -� -, - . ..I- I _ ,_•., .. � .tr a r ,---1 � I ! -. I :• - •• N I I I Florida Building Code Edition 2010 High Velocity hurricane Zone Uniform Permit Application Form Section C Low Stoped Roof S stem Ffll in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (If a component is notyud,identify as"NA") System Manufacturer: f,?�;^ } Field: oc @Lap,#Rows 2- @ ,-'''�°"oc Perimeter: 6 "oc @ lap,f1 Rows @ "oc Design Wind Pressures,From RAS 128 or Calculations: f.e p Corner: oc @Lap,#Rows—4—@ •oc Pmaxt: Pmax2: 7/ Pmax3: 10�f Humber of Fasteners Per Insulation Max.Design Pressure,From the Specific NOA Board System: , Field: Perimee� Corner Deck: Type: i, Illustrate Components Noted and Gaugefi hickness: --t Details as Applicable: Slope:—___ �: !? Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.ofPly(s): /J 4 Strip, Base Flashing, Counter- Flashing, Coping,Etc. • ••Anchor/Base Sheet Fastener/Bonding Material: Indicate. Mean Roof Height, Parapet Height, • ' ' �J�, Height of Base Flashing, Component Material, • • Material Thickness, Fastener Type, Fastener • ••••.Jnsulation ase Cayer: �r '/��% �' Spacing or Submit Manufacturers Details that • ' ' • • ! /� Comply with RAS 111 and Chapter 16. ' Base Incul;tba$ize and Thickness:, 0•v'a •...•• •••.. � Base Insulation Fastener/Bondin Material: .•.. i� �"/� fi • --------- . FT. ••••.: •••• Top InsuleYorttayer. ---��^",.x "•••• a° Parapet •••••• . Top Insulation Size and Thickness: SEt td d� • •••... "" �' Height • • ' "'Top Intulatiem Fastener/Bonding Material: . Baseroheet(s)&No.of Ply( FT i t f f.� Base Sheet Fastenei3ond'ng Material: r J �f'� `�'''F?�'�•='`` '� Roof Ply Sheet(s)&No.of Ply(s): d -= Ply Sheet Fasten r/Bonding M enal: r Top Ply: 45%',z 7?"i f�fryt� jl �� * � O'G�it' s Top Ply Fastener/Bos ing Maters �l tE' flfsJ�S� II. Surfacing: f,�i MiAll MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wi%w.miamidade.eoy/economy Polyglass USA,Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self-Adhered Roof System over Wood Decks • .. . . ... 0000.. • 0000.. 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logopcitx,skate aA fo115wing statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein!••••• ••••; • � 0000.. 0000. RENEWAL of this NOA shall be considered after a renewal application has been filed and tt*e as been rypchange .... • in the applicable building code negatively affecting the performance of this product. «••• '0000• •• 000.0. TERMINATION of this NOA will occur after the expiration date or if there has been a rev"w;or change in thl 0 0 materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorm%er4 of ani product, ••0 for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with�n•y section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0514.10 and consists of pages 1 through 33. The submitted documentation was reviewed by Alex Tigera. MIAMI•DAD E COUNTY NOA No.: 13-1217.01 C Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 1 of 33 WE y '' ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub-Catezory: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Design Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Elastobase 65' 2"x 3 ,3 318",i ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Type Y base sheet. XtraFlex SBS Glass 65' 8"x 3' 3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced Base Type I base sheet. Polyglass G2 Base 108' x 36" ASTM D 4601 Asphalt-coated fiberglass reinforced base sheet Type Il Polyanchor 250'x 48" ASTM D 4601 A polymer woven,high performance,synthetic base Type II sheet. Elastobase P 65' 8"x 3' 3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base •••• Type I sheet. •••;ElastZex 9A V FK %6' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced, SBS •(1.5-n1�j•• Type I modified bitumen membrane with a self-adhering back • • face and a smooth top surface. 6666.. • Elast9fjAk V ••• 666' 8"x 3' 3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced,SBS •��•PLUS FR •••••• • Type I modified bitumen membrane with aself-adhering back 6666. 6666 ' • "•• face and a smooth top surface. • 6666 • ••• Elastoflpx SA V(1 i5�• 66' 8"x 3' 33/$" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified 6666 •••••• minType I bitumen membrane with a self-adhering back face and • 60.600 • ••• 0 09 a smooth top surface. • Elasioflex SA V ••6 '66' 8"x 3' 33/$" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified PLUS 6 Type I bitumen membrane with a self-adhering back face and a smooth top surface. 't XtraFlex SBS Base 66' 8"x 3' 33/8" ASTM D 6163, Self-adhered,fiberglass reinforced, SBS modified SA Type I bitumen membrane with a self-adhering back face and a smooth top surface. Elastoflex SA P FR 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated, polyester reinforced,SBS Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex SBS G SA 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fire-rated, polyester reinforced,SBS Type l modified bitumen membrane with a self-adhering back face and a granule top surface. hlAMI DADE =NT NOA No.: 13-1217.01- Expiration Date: 10/11/17 Approval Date:11/06/14 Page 2 of 33 Elastoflex SA P 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. XtraFlex APP S 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polybond 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Polyflex G 32' 10"x 3' 3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Polyflex SA P 32' 10"x 3' 3-'/8" ASTM D 6222, Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a granule top surface. Polyflex SA P FR 32' 10"x 3' 3-;/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP Type I modified bitumen membrane with a self-adhering back face and a granule top surface. XtraFlex APP G SA 32' 10"x 3' 3;/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinfor�gd,A.PP Type I modified bitumen membrane withLa self-%jhhi&g back.... face and a granule top surface.• • Polyfresko G SBS SA 32' 10"x 3' 33/8" ASTM D 6164, Self-adhered,fiberglass reinforie4,SBStnodi$ed •••, • Type I bitumen membrane with a;AIL$dliering back face and.... a granule top surface. *0.000 ...... Polyfresko G SBS SA 32' 10"x 3' 33/8" ASTM D 6164, Self-adhered,fire-rated,fibelglgs reinforeedr,-SJ3S •••"• FR Type I modified bitumen membrarfewWa self-adhering bacK....: face and a granule top surface.+•• 0 • Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,polyester reinForCed,APP rpgd?flc i •••• Type I bitumen membrane with a soft!Waring bap( jgce and. • ..... a granule top surface. .... Polyfresko G APP SA 32' 10"x 3' 33/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP FR Type I modified bitumen membrane with a self-adhering back face and a granule top surface PolyKool 32' 10"x 3' 33/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. XtraFlex Kool APP S 32' 101'x 333/8" ASTM D6222 Self-adhered,polyester reinforced,APP modified SA Type I bitumen membrane with a self-adhering back face and a white film laminate on the top surface. ' Polyglass APP Base 65' 8"x 3' 33/8" ASTM D 6509 APP modified asphalt coated fiberglass reinforced Type I base sheet. MAMMA DECOUNTY NOA No.: 13-1217.01 �M";ivxnlExpiration Date: 10/11/17 Approval Date: 11/06/14 Page 3 of 33 d r 1',F cl xkro�� ' wry ,� sw bt, ry .��,: .� � s , d .4 PG325 Cold Process 1,3,5,50,55 gal.or ASTM D3019 A fibered cold process adhesive for use with roll or Adhesive tube Type III BUR roofing. PG 100 Asphalt Primer 1,3,5, 50,55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz.spray selected asphalts used to promote adhesion. can XtraFlex 10 Asphalt 1,3,5,50,55 gal, ASTM 1341 A penetrating solution of solvent and a blend of Primer tube or 17 oz.spray selected asphalts used to promote adhesion. can PG350 Mod Bit 1,3, 5, 50,55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Adhesive tube Type III modified bitumen membranes. PG400 Plastic Roof 1,3,5,50,55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG425 Wet/Dry Roof 1,3,5, 50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use in Cement tube ASTM D3409 dry or damp conditions. PG450 Flashing 1,3,5, 50,55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement. Cement tube PG500 MB Flashing 1,3,5,50,55 gal. or ASTM D4586 A thick,fibered,rubberized flashing cement for use Cement tube with modified bitumen membranes. Polyplus 35 Premium 1,3, 5, 50,55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with Mod Bit Adhesive tube Type III modified bitumen membranes. XtraFlex 35 Premium 1,3,5,50,55 gal.or ASTM D3019 A fibered rubberized adhesive designed for use with Mod lit Adhesive tube Type III modified bitumen membranes. ...;Polyp*45premium .J,3,5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement. •Flash��gment tube •� �Polyplu%50 F'remilm. lq*3,5, 50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use .:....MB Flashing Cement.... tube with modified bitumen membranes. ..... .. .. .":'•Xtra.Fl.tx 50•Premii��n•:.1.,3, 5,50,55 gal.or ASTM D4586 A thick,fibered,rubberized flashing cement for use •" ModifTdd Wet/D ry ••••0 tube with modified bitumen membranes. •••••: Cemedt'•• •••• •••••. Pol lus 55 Prem''*••: 3 5 50 55 al.or ASTM D4586 A mastic compound for use as a roof flashing yp 41111..j, g P g • Modified Flashing, tube adhesive. •••••• Cemeaf•. • CM1AMHWAQECO=UNW NOA No.: 13-1217,01 ""• • Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 4 of 33 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer With Current NOA) Polytherm-H Polyisocyanurate foam insulation Polyglass USA,Inc. Polytherm Polyisocyanurate foam insulation Polyglass USA,Inc. ACFoam-II Polyisocyanurate foam insulation Atlas Roofing Corp ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Corp High Density Wood Fiberboard Wood fiber insulation board Generic DensDeck,DensDeck Prime Gypsum insulation board Georgia-Pacific Gypsum LLC H-Shield Polyisocyanurate foam insulation Hunter Panels,LLC H-Shield CG Poly i socyanurate/perl ite composite insulation Hunter Panels,LLC ENRGY-3,JM ISO 3 Polyisocyanurate foam insulation Johns Manville Corp. Fesco Board Expanded mineral fiber Johns Manville Corp. Multi-Max FA-3 Polyisocyanurate foam insulation Rmax Operating,LLC. SECUROCK Gypsum-Fiber Roof Board Fiber reinforced coverboard United States Gypsum Corporation go go ...... 00 • 0000 . ... • •.• CM I•DADE GONOA No.: 13-1217.01 UNTY EXpiration Date: 10/11/17 .Approval Date:11/06/14 Page 5 of 33 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners 12, 14& Insulation fastener for wood, SFS Intec, Inc. 15 HS steel and concrete decks 2. Dekfast Galvalume Steel Galvalume hex stress plate. 2'/$"x SFS Intec,Inc. H1 Hex Plate 3 /4„ 3. #14 Roofgrip Insulation and membrane Various OMG,Inc. fastener 4. Flat Bottom Metal Plate A2-SS aluminized steel plate 3”square OMG,Inc. 5. Trufast#14 HD Fastener lnsulation fastener for steel and Altenloh,Brinck&Co. wood decks U.S.,Inc. 6. Trufast 3"Metal Insulation Round Galvalume AZ50 steel 3.23 round Altenloh,Brinck&Co. Plate plate 3"round U.S.,Inc. 7. Polygrip Fasteners#12,#14 Insulation fastener for wood, Various Polyglass USA,Inc &#15 steel and concrete decks 8. Polygrip Hex Plates Galvalume hex stress plate. 2'/$'x Polyglass USA,Inc 31/4" 0 GO • • • ...... ...... ...... 000000 0000 .... ...... .... • • ...... MIAM4DADE COUNTY NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date:11706/14 Page 6 of 33 APPROVED SURFACING: TABLE 4 Product Product Application Manufactur Name Description Rate Specilfication er PG200 Non-Fibered Roof Coating A non fibered asphaltic coating used 1'/2-2 gal/sq TATS 140 Polyglass to add life and rejuvenate existing USA,Inc. BUR roofing substrates. XtraFlex 20 Bituminous Roof A non fibered asphaltic coating used 1'/r2 gal/sq TAS 140 Polyglass Coating to add life and rejuvenate existing USA,Inc. BUR roofing substrates. PG300 Fibered Roof Coating An asphalt cutback fibered roof l''/2-2 gal/sq ASTM D4479 Polyglass coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR XtraFlex Bituminous Roof An asphalt cutback fibered roof I%2-2 gal/sq ASTM D4479 Polyglass Coating Fibered coating. May be applied by brush or USA,Inc. spray equipment to rejuvenate aged BUR PG600 Non-Fibered Aluminum Non-fibered aluminum roof coating. ''/2-1 gal/sq ASTM D2824 Polyglass Roof Coating Type 1 USA,Inc. PG650 Fibered Aluminum Roof Fibered aluminum roof coating. 1'/2-2 gal/sq ASTM D2824•••rotyglass Coating .Tyye•III • VS'A,Inc:....: PG700 Elastomeric Roof Coating A premium white elastomeric acrylic 1-1'/2 gal/sq ASTMOD6083 •••PQl'yglass...... based roof coating(water-based). A : . : iJSA Inc. • polyester fabric may be used for ....:. ..•..� reinforcement with this coating. •••�• PG800 Non-Fibered Asphalt An asphalt base,un-fibered clay 3 gal/sq in A§TM 1x,1227 lfolyglass Emulsion Roof Coating emulsion two coats "" LSA,Inc. XtraFlex 80 Emulsion Roof An asphalt base,un-fibered clay 3 gal/sq in A,10MO W227 Poi*lass ••";' Coating emulsion two coats .. ••>•TSA6,Inc. '. PG850 Fibered Asphalt Emulsion An asphalt base,fibered clay 3 gal/sq in ASTM 61227 .0.0• •�1Sglyglass Roof Coating emulsion two coats USA,Inc. Polyplus 65 Premium Fibered Fibered aluminum roof coating. 1'/2-2 gal/sq ASTM D2824 Polyglass Aluminum Roof Coating Type III USA,Inc. XtraFlex 65 Aluminum Roof Fibered aluminum roof coating. 1%2-2 gal/sq ASTM D2824 Polyglass Coating Fibered Type III USA,Inc. Polyplus 60 Premium Non- Non-fibered aluminum roof coating. '/2-1 gal/sq ASTM D2824 Polyglass Fibered Aluminum Roof Coating Type I USA,Inc. XtraFlex 60 Aluminum Roof Non-fibered aluminum roof coating. '/2-1 gal/sq ASTM D2824 Polyglass Coating Type I USA,Inc. MuaMaaaoecouNrr NOA No.: 13-1217.01 ""• Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 7 of 33 WMT' APPROVED SURFACING: TABLE 4 Product Product Application SificatiManufactur Name Description Rate pecon er Polybrite 70 Premium Grade A premium white elastomeric acrylic 1-1'/Z gal/sq ASTM D6083 Polyglass Elastomeric Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. XtraFlex 70 Premium Acrylic FR A premium white elastomeric acrylic 1-1'/z gal/sq ASTM D6083 Polyglass Roof Coating based roof coating(water-based). A USA,Inc. polyester fabric may be used for reinforcement with this coating. Polybrite 90 High Solids Silicone A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating XtraFlex SRC 9600 High Solids A premium grade high solids,single 1.25 gal/sq ASTM D6694 Polyglass Silicone Roof Coating component,moisture cure,fluid USA,Inc. applied silicone coating Polybrite 95 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating moisture cure silicone coating. USA,Inc. XtraFlex SRC 8000 Silicone Roof A single component,solvent, 1.25 gal/sq ASTM D6694 Polyglass Coating •• moisture cure silicone coating. USA,Inc. .Gravyl•; •• To be installed in a flood coat of 400 lbs/sq N/A Generic 0000.. • approved asphalt at 60 lbs/sq 0000.. Slag • g To be installed in a flood coat of 300 lbs/sq N/A Generic • •••••• approved asphalt at 60 lbs/sq 0000. 0000.. 0000. 0000 • 0000 6909 9060 '0096' 0000.. 099006 •6 so 0000.. 0000 • MAMcoNOA No.: 13-1217.01 "'• Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 8 of 33 EVIDENCE SUBMITTED: Test Azency Test Name/Report Report No. Date Factory Mutual Research 4470 2W7A7.AM 08.04.94 Corporation 4450 2D5A9.AM 06.22.99 4470 3001334 02.15.00 4470 3000857 01.12.00 4470 3004091 01.12.00 4470 3012321 07.29.07 4450 3014751 08.27.03 4450 3019317 06.30.04 4470 3014692 08.05.03 Trinity ERD TAS 114 11752.09.99-1 02.08.00 TAS 114 02764.09.05 09.09.05 TAS 114 02762.03.05 03.30.05 TAS 1 17(B)-ASTM D903 020841.06.04 06.02.04 TAS 114 P1734.07.06-RI 02.27.07 TAS 114 P1738.02.07 02.05.07 TAS 11.4 P1739.01.07 01.23.07 TAS 117(B)-ASTM D6862 C8500SC.11.07 11.30.07 ASTM D6164/ASTM D6222 P10490.08.08 08.13.08 ASTM D6164/ASTM D6222 P10490.10.08-R1 1903.W ASTM D6222 P7400.03.08-R2 �• 10.0 & • TAS 114(D)—ASTM D1876 P10070.I0.08 ; ' 10.09 0$ • ASTM D6222 P10490.10.08-2. 1�0.30V8 "":• FM 4470&TAS 114 P33970.03.11 :.•:• 03.15.11 ASTM D6163 /ASTM D 4601 P33960.03.11 •• •• • TAS 114&TAS 117(B) 11757.12.00-1-RI •'••• 04.29.13 • TAS 114&TAS 117(B) 11757.04.01-1-11> ..... 04*16T3 ASTM D6164 P37590.07.13-1 ""' 07 02+13 ;"•': ASTM D6164 P37590.03.13-3A' 03.06.1 ...... ASTM D6163 P37590.03.13-2-Rf •• 0?.OS'13: • ASTM D6222 P37590.09.l 3 «• 09.]2.13 ••••0• ASTM D4601 /TAS 117 P45940.09.13 09.04a43' TAS 114&FM 4474 P41630.08.13 08.06.13 TAS 114(H) P13760.09.09 09.10.09 ASTM D4601 /TAS 117 P45970.05.14 05.12.14 PRI Construction Materials ASTM D6222 PUSA-061-02-02 01.28.08 Technologies ASTM D6222 PUSA-062-02-02 12.04.08 ASTM D6163 PUSA-064-02-02 02.27.08 ASTM D6694 PUSA-134-02-01 05.16.14 ASTM D6694 PUSA-135-02-01 05.16.14 MIAMEDJ,IDE COUNTY NOA No.: 13-1217.01 r Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 9 of 33 aA Membrane Type: SBS/APP Deck Type 1I: Wood, Insulated Deck Description: i9/32" or greater plywood or wood plank. System Type D(1): All insulation is loosed laid with preliminary attachment to deck. Base sheet is subsequently mechanically fastened through insulation to the roof deck. Membranes subsequently adhered. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener ,. Table 3 Density/ft' Any approved Polyisocyanurate listed in Table 2 Minimum 1"thick N/A N/A Toa Insulation Laver(Optional) Insulation Fasteners Fastener Table 3 Density/ft2 Fesco Board Minimum 3/<"thick N/A N/A • AppiaveTiigh Density Wood Fiberboard ••••; Minimum%"thidk.•• N/A N/A •'•• • DensDgck,DensDeak PYime,SECUROCK Gypsum-Fiber Roof Board • � » •••... Minimum thic)�• N/A N/A see** Note:.A3l.insulati44 jiball have preliminary attachment, prior to the installation of the roofing membrane at a •••�; minimum applicationAte of two fasteners per board for insulation boards having no dimension greater than 4 •• ft.,and four fastenam for any insulation board having no dimension greater than 8 ft. •• ...... ••• Bast Sl*tt: •••One or more plies of Elastobase,XtraFlex SBS Glass Base, Elastobase P or Polyanchor "Osseo •••'' fastened to the deck as described below: .... Fastening: Attach base sheet using OMG#14 Roofgrip fasteners and Flat Bottom Metal Plates,Dekfast 14 with Dekfast Galvalume Steel Hex Plates,Polygrip Fasteners#14 with Polygrip Hex Plates or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 12"o.c. in a 4"lap and 12"o.c.in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V(1.5-mm),Elastoflex SA V PLUS,XtraFlex SBS Base SA,Elastoflex SA V FR(1.5-mm)or Elastoflex SA V PLUS FR,self-adhered. MIAMI•DADE COUNTY NOA No.: 13-1217.01 Expiration Date: 10/11/17 Approval Date:11/06/14 Page 22 of 33 ' I Membrane: One ply of Polyfresko G SBS SA,Polyfresko G SBS SA FR,Polyfresko G APP SA, Polyfresko G APP SA FR,Elastoflex SA P,Elastoflex SA P FR,XtraFlex SBS G SA,Polyflex SA P,PolyKool,XtraFlex Kool APP S SA,Polyflex SA P FR or XtraFlex APP G SA,self- adhered. Or One ply of Polyflex G,torch-applied. Surfacing: (Optional)Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf;(See General limitation#7.) .. . . 000 0000.. • 0000.. 0000.. 0000.. .. •• . 0099•• 9:000 0 0000.. 00••0 9.9099 9 ..�• 9.99 00006 090*0 0000 :0009: 0600 • • 0000r•• •. • • • 0000 0000.. 9 • 0 0 •0. MWMI•DADE COUNTY NOA No.: 13-1217.01 • Expiration Date: 10/11/17 Approval Date:11/06/14 Page 23 of 33 � r � E WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer er 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles,24" o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./s . q Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below 275 Ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum • fa9tenar resistance value in conjunction with the maximum design value listed within a specific system.... J g p y t Should :'"•; the fastener rhictance be less than that required,as determined by the Building Official,a revised fastener . .... Sgtteft,prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Rpp f C;Msultant may be submitted. Said revised fastener spacing shall utilize the withdrawal • •••• resistance vah4q t4pri from Testing Application Standards TAS 105 and calculations in compliance with Roofing •••;•• *application SWU;d RAS 1]7. ••••• 7. Farimeter and.coruer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener :....: duties shap.ba increased for both insulation and base sheet as calculated in compliance with Roofing •••• Application•6tan4ard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional • :4gineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred •;,••• •wifhifi this r1QA;fyeneral Limitation#9 will not be applicable.) S. •%If attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMWADECOtRdTY NOA No.: 13-1217.01 "'• •�, Expiration Date: 10/11/17 Approval Date: 11/06/14 Page 33 of 33 TGFU.RI4571-Roofing Systems Page 1 of lQ . -'�� DlvflhF�C RTIFICaTIDNS DIR�CTDRY TGFU.R14571 Roofing Systems Paoe Bottom Roofing Systems See General Information for Roofinn Systems POLYGLASS USA INC 1111 W NEWPORT CENTER OR R141571 DEERFIELD BEACH,FL 33442 USA SINGLE PLY MEMBRANE SYSTEMS Unless otherwise indicated,the insulation and base sheet are mechanically fastened in place;the membrane is heat weldeo in place, (Optional)Noncombustible deck classifications are applicable for use over combustible(IS/32 in,min plywood)decks when 1/2 In.(min)gypsum board or 1/4 in.(min)G-P Gypsum"DensDeck(&Roofboard","DenSDeck Prime(&Roofboard","DensDeck DuraGuardl Roilfboard"or 1.4 in.(min) USG Corp SECUROCKTM Roof Board Type FRX-G are used directly over the combustible deck with all joints staggered 6 in.,(min)from plywood Joints. Unless otherwise indicated,In any noncombustible roof deck Classification any UL Classified insulation may be utilized underneath a layer of 1/4 in. (min)G-P Gypsum"DensDeck p Roofboard","DensDeck Prime®Roof board","DensDeck Dur aGuard-Roofboard"or'A in.!(min)USG Corp SECUROCKTM Roof Board Type FRX-G. •• • General Statement for use of vapor retarders and/or deck/insulation adhesives(NC decks only):When such vapor re • • • • • adhesives are acceptable to POLYGLASS they may be utilized. taj�r a deck/insuf iti"• ••.••• "POLYGLASS BASE","MODIBASE","Polyglass G2 Base"may be used in lieu of any Type G2 base sheet in any NC Clalsifi ort These products •••••• may also be used in any C-15/32 Classification in which a generic Type G2 is referenced(i.e.not brand specific)."P I 4° "POLYOLASS •• Ply 6"(Type GL)and"POLYGLASS VENTED BASE"may be used in any NC Classification.These products may also be used if:any C-15/J2 000000 Classification in which a generic Type G1 is referenced(i.e.not brand specific). •• •• • • •••••• ••••• "BASE PRO"or'POLYFLEX SA BASE"may be used as an acceptable alternate of"ELASTOFLEX SA V"base sheet. Ole ••••• • • • References to polyisocyanurate insulation may include ftyglass Products"POLYTHERMp"and"POLYFtiERM(&Tapered". • • •••• ••••i Acceptable alternates to the membranes listed are given below: •• •••••• • Membrane Listed .•• •••••• Acceptable Alternatives • • • • "POLYBOND" 069 "MODIHOND"or'Torch Pro Smooth" "POLYBOND G" "MODIBOND G"or'Torch Pro Granular" "Polytherm","Poiytherm Tapered"or"Polytherm Composite"insulations may be used wherever polyisocyanurate insulations are specified In the Classifications below. Insulation may be optional for any non-combustible deck roofing system unless the insulation acts as a coverboard over anobl er insulation. The"Cure Technology"finish may be added to any Polyglass membrane without adversely affecting the UL Classification for that productlassembly, The product/assembly would maintain the same Classl0cation with or without the"Cure Technology"process. Class A-Ballasted I.Deck:C-15132 Incline:3 Insulation:—Polylsocyanurate,urethane,perlite/polyisotyanurate composite,perlite/urethane composite,glass fiber,phenolic or perflte, any thickness. Ply or Base Sheet;—One ply"ELASTOBASE","XtraFlex SBS GLASS Base","ELASTOFLEX V",'ELASTOFLEX V-C","XtraFlex SBS G HP"or "ELASTOSHIELD TS G". bttp://database.ul.com/cgi-bin/XyV/template/LISEXT/I FRAME/showpage.html?name=TGFU.R 14571&cicns... 11/27/2013 t b , �y 1. ' f TG1:U.R14571-Roofing Systems Page 2 of 10 N Membrane:—One or more layers"DUFLBX",•"DVFLEX G","pOLyGLASS 350 CAP" "POLYFLEX","Xtraflex APP S", ,PoLYFRESKO TORCH","Xtraflex APP G","XtraFlex APP G tww R"or — LLYYFLEX G"((Modified bit me), G", heat welded,or one or more layers"ELASTOFLE)f V","ELASTOFLEX V-C","ELAST08 "Xtraflex SBS GLASS Base","ELASTOFLEX Sb", 'XtraF'-SBS POLY Base","ELASTOFLEX P-C","xtl�Flex S85 G HA"or"FEAST f ELD TS Xtr mopped in hot asphalt "heat fused. Surfacing:—Gravel,embedded in hot mopping asphalt. ss 8 tlasted 1.Deck:C-15/32 I ne: Base Sheet:—Type G2. Membrane:—"DUFLEX","OUFLEX G","P BOND","POL1'GI.ASS -0 CAP","POLYFRESKO 350 CAP","POLYBOND G","POLYFLEX", "Xtraflex APP 5","POLYFRESKO TORCH" POLYFLEX G;,,1"`X""'raFfewAP 7fiP"FOR"or"Xtraflex ADP G"(modified bitumen),heat welded,or one or more layers"ELASTOFLEX V"," LASTOFLEX 1/=C","EtrAST0845E","Xtra�fLroi�58S GLASS Base","ELASTOFLEX S6","XtraFlex SSS POLY Base","ELASTOFLEX P-C","X aFlex SBS G fiP"or"&ASTOSHIELO T G",moRped in hot asphalt Surfacing-—Gravel,embedded hot moppirig as alt or heat fused. '.. t Class A-Fully Adhered Y.Deck: Incline:1/2 Ins heuol for (Optional):any i po�yy444Yari�rrate,,uretha'ne,perlite/polyisocyanurate composite,perlite/urethane composite,glass fiber, phenol] or pplite,any thickness. Base Shket;—One or more layers"ELAST'OBASE", ,XtraFlex SBS GLASS Base","POLYFLEX","Xtraflex APP S","ELASTOFLEX V", "ELASTOFLOEX V-C"or Type G2 base sheet. Membranes—"POLYSOND","POLYBOND G","POLYFLEX","Xtraflex APP S","POLYFRESKO TORCH","Xtraflex APP G","XtraFlex APP G HP TOR"or"POE LEX G"(modified bitumen),heat welded. Surfacing:— 800 Asphalt Emulsion Roof Coating",applied at 3-4 gal/sq.or Kokem Products Coating"at 1 "Sunguard Acrylic Roof gal/sq;or Kama No.97 Fibrated Aluminum Asphalt Roof Coating or Karnak No.97 Asbestos Free Aluminum ROOF c RoofCoatinat L to 2 gal/ Sq;or Brewer'Fo SSS 5001 Asphalt Emulsicn",applied at 4 gal./sq.,followed by"PolyPlus 60",applied at U-1 gal./sq.. 2.Deck:C-15/32 Incline: 1/2 • ••insulation:—Two or mo Layers(insulation Joints staggered a min of 6 in.from plywood deck joints)polyisocyanurate, • • • ,^rlite/pol Isocyanurote comppsite,perlite/urethane composite,glass fiber,phenolic or perlite,any thickness. •••••• Base Sh t: C.T or more la�Xers"ELASTOSASE","XtraFlex SBS GLASS Base","POLYFLEX","Xtraffex APP S","ELASTOFLEX V", • embra V-C°4pr Type G2 bbse sheet. •••••• +••••Membrane:—"POLYBOND "PO`La�80ND G","POLYFLF.X","Xtraflex APP 5","POLYFRESKO TORCH","Xtraffex APA G","XtraFlex APP G HP • • f0, or"�OLSFLE)�G"(modif ed b;tlimen),heat welded. •• • Surfaein iP6 00 Asphalt Emuisian Roof Coating",applied at 3 4 ga!/sq,or Kokem Products"Sunguard Acrylic Roof Coaling"at i •••••• aVsq;or Karnak No.97 Ftbrated Aiumihpm Asphalt Roof Coating or Kamak No.9J Asbestos Free Aluminum Roof Coating at i to 2 gal/ ***of %or Brri' �SOOT Asphalt Emulsion",applied at 4 gal./sq.,followed by"PolyPtus 6C",applied at -1 gal,/sq.. • r ••••• 9-Week:C-15/32•*fee ••• �". • • • • • • Incline:1/2 • • • InsulatiWV r usjin,thick G-P Gypsum DensDeckil).,perlite,wood fiber or glass fiber,1 in.,mechanically fastened. ••••• Base or Piyageet"—One or more layers"POLYFLEX"`or"Xtraflex APP S"(mechanically fastened or heat welded),"ELASTOBASE", • •• "XtraFlexeSU 6ra*S Base","ELASTOFLEX V", ,ELASTOFCEX V-C"or Type G2 base sheet(mechanically fastened or hot mopped). • i ••• COR", —" OLYBOND","POLYBOND G","POLYFLEX;:Xtraflex APP S","POLYFRESKO TORCH","Xtraflex APP G","XtraFleX APP G HP • TOR",or PO& G"(modified bitumen),heat welded or tibr mopped. •••••• ••••Surfacings—WNW Asphalt Emulsion Roof Coating",appiiedat 3-4 gal/sq.or Monsey Products"Endure Aluminum Roof Coating', • •Weather Check"or"Pro-Grade Aluminum Roof Coati •••• ng",1.5 gal)sq;or Karnak No,97 Fibratetl Aluminum Asphalt Roof Coating or Karnak No,97 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/sq;or Brewer"Fortress 5001 Asphalt Emulsion",applied at 4 gal./sq.,followed "PWYPIus 60',applied at 3/.-1 gal./Sq.. .w 4.Deck:NC Incline:1 Insulation(Optional):—Pclytsocyanurate,glass fiber,periite,wood fiber,any..combination,any thickness. Base Sheet:—"POLYFLEX•or"Xtraflex APP S"(mechanically fastened or heat welded)or Type G2,mechanically fastened or hot mopped. Membrane:—"POLYSOND","POLYBOND G","POLYFLEX","Xtraflex APP S","POLYFRESKO TORCH",''Xtraflex APP G","Xtra Flex APP G HP TOR"or"POLYFLEX G"(modified bitumen),heat welded. Surfacing;—"PG 800 Asphalt Emulsion Roof Coating",applied at 3-4 gal/sq.or Grundy,fndustries"al MB Aluminum Roof Coating"at 1-2 gaVSq;or Brewer"Fortress 5001 Asphalt Emulsion",applied at 4 gal./sq.,followed by"PolyPlus 60",applied at IA-1 gal./sq.. S.Deck:NC Incline1 Insulation(Optional):—Polyisocyanurate,urethane,perlite/poiyisocyanurate composite,perlite/urethane composite,glass fiber, Phenolic,perlite or wood fiberboard,any thickness. Base Sheet:—One or more layers"DUFLEX"or"POLYFLEX'or"Xtraflex APP S"(heat fused or mechanically fastened),"ELASTOSASE", "Xtraflex SBS GLASS Base",'ELASTOFLEX V","ELASTOFLEX V-C"or Type G2 base sheet(hot mopped,heat fused or mechanically fastened). Membrane:—"DUFLEX G FR","XtraFlex APP Dual","POLYPRESKO TORCH FR","Xtraflex APP G FR","XtraFlek APP G HP"or-POLYFLEX G http://database.ul-com/coi-bin/XYV/template/LISEXT/1FRAMF—'ShoNvpage.html?name=TGFU.R14571&ccnS-V 11/27/2013 } TGFU.R14571-Roof:na Systems Page 3 of IU FR'(modified bitumen),heat fused. 6.Deck:'15/32 Incline:1/2 Base Sh et:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APD S"or"POLYGLASS Base"(heat fused ormechanically fastened), LASTOBASE","XtraFlex SBS GLASS Base","ELASTOFLEX v",`ELASTOFLEX V-C"or Type G2 base She¢t(hot mopped,heat fused or me anically fastened). Ply Sheet:— ne or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APP S"or"POLYGLASS Base"(heat fused)pr"POLYGLASS Base", "ELASTOBASE",\XtraFlex SBS GLASS Base","ELASTOFLEX V",_"ELASTOFLEX V-C"or Type G2 base sheet(hot modped)or mechanically attached. Membrane:—'D�FLEX G FR","XtraFlex APP Dual","POLYFRESKO TORCH FR","Xtraflex APP G FR","XtraFlex APP G HP"or"POLYFLEX G FR"(modified bitume ,heat fused. 7.Dedc:C-15/32 Incline:1/2 Insulation:—Po)yisocyanurake(2 In,min),perlite(3/4 in.min),glass fiber(7/16 in.min),perlite/polyisocyanurate composite, perilte/urethane composite(2 irl min)or(2 in.min)polyisocyanurate covered with 1/2 in.perlite or wood fiberboard. Base Sheet:—One or more lay "DUFLEX"or"POLYFLEX"or"Xtraflex APP S"(heat fused or mechanically fastened),"ELASTOBASE", "XtraFlex SBS GLASS Base","ELAS FLEX V","ELASTOFLEX V-C"(heat fused,mechanically fastened or hot moppejd)or Type G2 base sheet(hot mopped or mechanicaP. lly ened). Ply Sheet:—One or more layers"OU EX"or"POLYFLEX"or"Xtraflex APP S"(heat fused)"ELASTOBASE",XtraFlex SBS GLASS Base", Me "ELASTOFLEX : "DUFLE heaLEfused.,or APP Pe 2 base sheet(hot mopped)or mechanically fastened. IG HP"or"POLYFLEX G Membrane —"DUFLEX G FR","XtraFlex PP Dual","POLYFRESKO TORCH FR","Xtraflex APP G FR","XtraFlex APP, 8.Deck:NC . Incline:1/2 Insulation(Optional):—Poly;socyanurate ne urethan`"1\Perlite/ of isocyan urate composite,perlite/urethane compgs+te,glass fiber or woodfberboard,phenolic or perite,any thickness, Base Sheet:—One or more layers"DUFLEX"or"POLYP X"or'Xtraflex APP S"(heat fused or mechanicalty fastened),"ELASTOBASE", "XtraFlex SBS GLASS Base","ELASTOFLEX V","ELASTOFLE K -C'(hot mopped,mechanically fastened or heat fused)or Type G2 base sheet(hot mopped or mechanically fastened). 1'e XtraFlex SBS GLASS G"-X"XttraFlex SBS GLASS GT"oOSHIEUD r POLYERES O MOP FR 6 G FR',"XtraFlex(modified bitumen),h t mLo G" XtraFlex SBS POLY i , ( mopped or heat fused! •• • • 9.Deck C-15/32 ••• •••••• Incline:1/2 000 Base Sheet:—One or more layers"DUPLEX"or"POLYFLEX"or"XtraFlex,APP S"(heat used or mechanicallyiaste•�d ELASTOBA • •• •'XtraFlex SBS GLASS Base","ELASTOFLEX V"or Type G2 base sheet hot' o •••it•i" • ( .T Aped or mechanically fastened). 000600 Ply Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APPS"(heat fused),"ELASTOBASE",;4rardaX SBS GLASS Bas "ELASTOFLEX V","ELASTOFLEX V-C"or Type G2 base sheet(hot mopped or r'Rechanically attached). • • 000e%• Membrane:——"ELASTOFLEX VG FR","ELASTOPLEX S6 G FR','POLYFRESK(T.1iOP FR","XtraFlex SBS POLYK3',•*fP&1ex SBSOPOLY G gages a•e• • T",'XtraFlex SBS GLASS G',"XtraFlex SBS GLASS Gr'or"ELASTOSHIELD TS GTR"(modified bitumen),hot rrV�or heat fuse*•9 ••• •• 0#0000• 10.D • . •••• • • Deck,C-15/32 �� ••♦ ••••• Incline: 1/2 • ••.••- Insulation:—PolyiS �t •••go •• •0. • ocyan(rate(2 tn,min),perlite(3/4 in,min),glass fiber(15/16 in.min),perlite/polyisocyanuraa composite •a • • perlite/urethane composite 2 in.min). • Base Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APP S"(heat fused or,�mechanically fitters fte'ELASTOBASE+4• 000000 "XtraFlex SBS GLASS Base",'ELASTOFLEX V","ELASTOFLEX V-C"or Type G2 base sheet(hot mopped or meChan{cally fastened)! • Ply Sheet:—One or more layers"DUFLEX"or"POLYFLEX"or"Xtraflex APP S"(heat fused),"ELASTOBASE","XtraFldx SBS GLASS Mseq;• "ELASTOFLEX V","ELASTOFLEX V-C'or Type G2 base sheet(hot mopped or mechanically attached}a Membrane:—"ELASTOFLEX VG FR","ELASTOFLEX S6 G FR","POLYFRESKO MOP FR","XtraFlex SBS\P,OLY G","Xtr*Flex SBS POLY G T", "XtraFlex SBS GLASS G","XtraFlex SBS GLASS GT"or"ELASTOSHIELD TS G FR"(modified bitumen),hdt mopped or heat fused. 11.Deck:NC Incline:1 \ n Insulation(Optional):—Cellular concrete,gypsum concrete,vermiculite concrete,perlite concrete or sb-ucturaf'emncrete. Primer:—Not UL Classlfled—as required by manufacturer. n Membrane:—"POLYBOND",'POLYBOND G","POLYFLEX","Xtraftex APP S","POLYFLEX G","XtraFlex APP G HP TOR',"Xtraflex APP G", "Xtraflex APP G FR",•POLYFRESKO TORCH FR","POLYFLEX","Xtraflex APP S","POLYFLEt G","XtraFlex APP G HP TOR; 7 1� �4 c 1 d1 �. ��3 � 7!I� 4 t iQ�l 1 y`� leit" r " ; „. '{ t {,ti ? i, ' 1 , III - '-7•!'1u r i Y .p 7 1 a I s� tai;t" `A ur l TGFU.R14571-Roofing Systems Page 5 of 10 20.Deck C-15/32 Incline.2-1/2 Barrier Base Sheet:Board:T G2,Mechanically (min)G-P Gypsum DensDeckO with all joints staggered 6 in.from the plywood joints. Type 2,mechanically fastened. Membrane:—"POLYFLEX G FR","XtraFlex APP G HP',"Xtraflex APP G FR"or'POLYFRESKO TORCH FR",heat fused in place, 21.Decle C-15/32 Incline:2 Insulation(Optional):—Poiyisocyanurate,periite,wood fiber or polylsocyanurate/perrite board,any thickness. Barrier Board:—1/4 in.(min)G-P Gypsum OensDeckp,mechanically fastened with all joints staggered 6 in.from the plywood joints. Base Sheet:—"ELASTOBASE","XtraFlex SBS GLASS Base"(poly/sand),mechanically fastened or"ELASTOFLEX SA V PLUS FR", ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT"(Self adhered). Ply Sheet(Optional):—'ELASTOBASE","XtraFlex SSS GLASS Base"(poly/send),heat fused or mechanically fastened,or"ELASTOFLEX SA V PWS FR",TLASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT",(self adhered). .'Membrane:—"POLYFLEX SA P FR","POLYFRESKO ADP SA P FR","ELASTOFLEX SA P FR","POLYFRESKO SSS SA P FR",'ELASTOFLEX SA V FR HT',(self adhered)or"POLYFLEX G FR","XtraFlex RPP G HP","Xtraflex APP G FR','POLYFRESKO TORCH FR","DUFLEX G FR","X•,raFlex PP Dual","ELASTOFLEX S6 G FR","POLYFRESKO MOP FR","ELASTOFLEX VG FR","XtraFlex SBS POLY G","XtraFlex SBS POLY G T", Flex SBS GLASS G",'XtraFlex SBS GLASS GT"or"ELASTOSHIE{LD TS G F R",heat fused. 22.Deck:C 5/32 Incline: 1/2 LJ nsulation(Optional) POlyisocyanurate 1.5 in.(min.)with all joints Staggered 6-in.(min.)from the plywood joints. Base Sheet:—Type G2,mecha PI Shset(Optional):_ wed followed by" LASTOBASE" r CraFiex 585 GLASS Base",mechanically fastened. Membrane; P"POLYFLEX SA SFR,"POLYFAESKO APP SA P FR",JL OFLEX SA P Or ��OFLEX SA V FR BASE VENT",OLYFRESKO SBS SA P FR",ore1DUFLEX G FR", 'XtraFlex APA Dual","POLYFLEX G FR',"XtraFlex APP G HP","Xtraflex APP G FR", ELASTOFLEX S6 G FR","POLYFRESKO MOP FR", "ELASTOFLEX VG FR","XtraFlex SBS POLY G",'XtraFlex SBS POLY G T","XtraFlex SBS GLASS G","XtraFlex SBS GLASS GT'or "ELASTOSHIELD TS G FR",heat fused, 23.Deck:NC Incline:2 Insulation(Optional):—Atlas Roofing"ACFoam III"or"ACFoam Il"or Hunter Panels"H-Shield",any thickness. Base Sheet:—"ELASTOBASE","XtraFlex SBS GLASS Base'(poly/sand),heat fused or mechanically fastened or"ELASTOFLEX SA V FR", • •;9LAST0FLEX SA V PWS FR"or"ELASTOFLEX SA V FR BASE VENT',(self adhered). • • Membraa—"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","ELASTOFLEX SA P FR","POLYFRESKO SBS SA P FR","ELASTOFLEX SA V •••••: ••• nPR HT" (�f ad"b )or"POLYFLEX G FR","XtraFlex APP G HP","Xtraflex APP G FR","POLYFRESKO TORCH FR","XtraFlex APP Dual", • • .Q FLEX G%a'!"E:L TOFLEX S6 G FR","POLYFRESKO MOP FR","ELASTOFLEX VG FR","XtraFlex SBS POLY G', ••••• ••••�JltraFlex SBS GLA55 G","XtraFlex SBS GLASS GT"or"ELASTOSHIELD TS G FR",heat fused, 'XtraFlex SBS POLY G T", • • • • • • 24.*Deck:C-15/31••••• •••••• Incline:3 00 so ••••• • IRsulatiod • • 1t1ltlel):—Polyisocyanurate,Perlite,wood fiber or polyisocyanurate/perlite board,any thickness. ••••• •••#arrier Boas f,1/4 in.(min)G-P Gypsum DensDeck®,mechanically fastened with all joints staggered 6 in.from the plywood joints. ••• Buse Sheet:— GSTOBASE","XtraFlex SSS GLASS Base"(poly/sand),mechanically fastened. • •••• Vly Sheet(*P"al):—"ELASTOFLEX SA V PLUS FR","ELASTOFLEX SAV FR"or"ELASTOFLEX SA V FR BASE VENT",(self adhered). goo• • • Membran�y 0;WTOFLEX S6 G FR","XtraFlex SSS POLY G","XtraFlex SBS POLY G T"or"POLYFRESKO MOP FR",heat fused. • iS i i i NC • •• Incline:3 • • • •••••• •••• • • Iesulation tOption• al)•—Atlas Roofing"ACFoam III"or"ACFoam II"or Hunter Panels"H-Shield",any thickness. •••48ase Sheet—"ELASTOFLEX SA V PWS FR","ELASTOFLEX SA V FR"or"ELASTOFLEX SA V FR BASE VENT"(self adhered). Membrane:—'POLYFLEX SA P FR","POLYFRESKO APP SA P FR","ELASTOFLEX SA P FR"or"POLYFRESKO SBS SA P FR"(self adhered). 26.Deck:NC Incline:1/2 Base Sheet:—Type GS or G2,mechanically Fastened. Membrane:—"POLYFLEX G","XtraFlex APP G HP TOR","Xtraflex APP G"or"POLYBOND G",heat fused. 27.Deck:NC Incline:3 Membrane:—"POLYFLEX SA P FR","POLYFRESKO APP SA P FR","POLYFRESKO SBS SA P FR"or"ELASTOFLEX SA P FR"(self adhered). 2B.Deck:NC Incline:1 Insulation(Optional):—Potyisocyanurate,any thickness. Base sheet(Optional):—"ELASTOFLEX SA V","ELASTOFLEX SA V PLUS","Xtraflex SBS Base SA"or"ELASTOFLEX SA V BASE VENT", self-adhered or"ELASTODAS'c',"XtraFlex SBS GLASS Base"(poly/sand),mechanically fastened. Membrane:—"POLYFLEX SA P",•'Xtraflex APP G SA""XtraFlex Kool APP G SA",or"POLYFRESKO APP SA P"Self-adhered or"POLYFLEX FG FR",heat fused. httpJ/database.ul.com/cgi•bin/XYV/template/LISEXT,'l FRAME/showpage.html?name=TGFU.R 14571&ccns... 11/27/2013 e ;DEC DYNATECH ENGINEERING CORP. WWW.DYNATECHENGINEERING.COM Miami, June 22, 2015 Mr. Henry Louden GEN-EX BUILDERS, LLC. F FD 500 South Federal Highway, # 1641 JUN 16 2015 Hallandale, FL 33008 Re: SE Area, Flat Roof only @ 174 Northeast 109th Street Miami Shores, FL Dear Mr. Louden: Pursuant to your request,DYNATECH ENGINEERING CORP.(DEC)performed a Roof Moisture Survey in compliance with TAS-126 and the Florida Building Code on June 19, 2015 at the above referenced project. Dynatech Engineering Corp. is a certified Dade County Testing Agency. The purpose of our inspection was to determine the moisture content of the existing roof covering. This is not a roof top inspection or uplift testing,this is a roof moisture survey only. The subject building consists of a(1)story CBS structure with a new granular BUR over fiberboard insulation over a BUR over wood deck. On June 19, 2015 our field engineer visited the site and conducted a nuclear moisture survey. In addition (3) core samples were secured to verify the oven dried moisture content. All tests were performed on a 5' x 5' grid in general accordance with the Florida Building Code and the Roof consultants Institute Standard Practice for the Detection and location of Latent Moisture in Building Roofing System by Nuclear Radioisotopic Thermalization using a Troxler model 3216 and Dade County TAS-126. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)82"%98 SMAILINSO@DYNATECHBWINEERING.COM I EC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Re: 174 Northeast 109`" Street, Miami Shores, FL The following is a summary of the core test results: OVEN DRIED GRAVIMETRIC ANALYSIS DECK TYPE % MOISTURE Area # 1: Core No. CC-1 CC-2 CC-3 Core Location: B-2 D-2 C-1 Top layer granular BUR 0.6 1.0 1.6 Fiberboard Insulation 9.0 12.0 15.0 Bottom layer BUR 1.0 4.4 8.7 Nuclear Reading 19 24 34 Nuclear test results are presented graphically in the appendix. Pursuant to the Florida Building Code 2010 edition; Section 1521.12; the moisture content of the existing roof system shall not exceed 5%by weight in the roof membrane and 8%by weight in the insulation system. Section 1521.4 also states "not more than 25 percent of the total roof section of any existing building or structure shall be repaired, replaced or recovered in any 12 month period unless the entire existing roofing system or roof section is replaced to conform to requirements of this code". The moisture content of the existing roofing system was found NOT in compliance with the Florida Building Code, TAS-126 at the time of our inspection. Excessive moisture was detected in the fiberboard insulation and the bottom BUR as indicated on the attached sketch. .. ... . . . . . .. . .. . . . . ... . . .. ... .. . . . .. . ... . ... . . 750 WEST 84TH STREET,HIALEAH.FL 33014 PHONE(305)828-7499 FAX(305)828.9598 EMAIL:114"DYNATECH£14GINEHRING.COM C4tEC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f Re: 174 Northeast 109`" Street, Miami Shores, FL The test results presented here are limited to the tested areas only and, reflect the condition of the roof covering at the time of the test. If other roof areas exhibit different conditions, it should be brought to our attention for evaluation. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements and roof top traffic. A roof moisture test is an indication of the wetness of the roof covering material at the time of testing only. One should not assume that a roof is or is not leaking because the roofing material is not wet at the time of testing. It is always possible that a roof can be leaking during a rain storm, yet the roofing material has since dried up prior to testing. One should not assume that any site conditions and/or regulatory statutes or rules would remain constant in the future, after DEC has completed the scope of work for this project. This report should not be relied upon to represent conditions at other locations, times and dates. This report was prepared under a contract GEN- EX BUILDERS, INC.for the property at 174 Northeast 1091h Street, Miami Shores, FL This report cannot be used by any other entity without our expressed written authorization. DEC reserves the right to supplement this report if more information and/or further issues are discovered. Any damaged decking discovered during tear off must be repaired as per the F.B.C. Dynatech is an independent third party providing un-biased testing information and results; and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. DEC patched all subject test areas with roof cement bitumen. We are not liable or responsible for any claims which arise from leaking test areas resulting in water damage. It is solely the client's responsibility to waterproof subject test areas after the completion of the survey. As mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients, and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. It has been a pleasure serving you at this phase of your project and look forward to doing so again in the near future. Sincerely yours, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. �,;w, o w Florida Reg. No. 39584 41 � • : ; - Special Inspector no. 757 ..' ..: '.z ? :: ..•�� : Certificate of Authorization No.: CA 5491 S'i'•, ��1Z _----'OI5- • • • . • o/sh • !..• 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)8aB►9598 EMAIL:INTA@DWATECFiE1,IGINEI;RING.COM E� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DYNATECH ENGINEERING CORP. MOISTURE GRAVIMETRIC ANALYSIS DATE June 22, 2015 CLIENT GEN-EX BUILDERS, INC. PROJECT SE Area, Flat Roof Only @ AREA 1 ADDRESS 174 Northeast 109th Street, Miami Shores, FL. TEST NO.,LOCATION AND Moisture % NUCLEAR READING CC-1: Top Layer Granular BUR 0.6 Fiberboard Insulation 9.0 Bottom Layer BUR 1.0 CC-2: Top Layer Granular BUR 1.0 Fiberboard Insulation 12.0 Bottom Layer BUR 4.4 CC-3: Top Layer Granular BUR 1.6 Fiberboard Insulation 15.0 Bottom Layer BUR 8.7 .. ... .. . . . .. . ... . ... . . . . . . . . . . . . 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)8WA598IPAIL:IwrOoDgf*XTECHXWMINtONG.COM ECEC \ter../ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TAS-126. MOISTURE SURVEY. AREA 1 Granular BUR Over Fiberboard Insulation Over BUR Over Wood Deck A B C D E F AREA 1. CORE CUT(CC) N 1 20 1934 30 20 22 CC-1 19 2 22 19 24 24 23 20 CC-2 24 3 25 21 21 21 19 22 CC-3 34 A B C D E F 1 20 19 34 30 20 22 Nuclear Reading: Top Laver Granular BUR 2 22 19 24 24 23 20 19-34=DRY 3 25 21 21 21 19 22 A B C D E F 1 Nuclear Reading: Fiberboard Insulation 2 19-34=WET(100%OF THE ROOF AREA IS WET) 3 ..•.a• 20 .29 jm*20 ?„2 Nuclear Reading: Botton Laver BUR • 2 22* &24 24 4-40 19-24=DRY •••�• 25 �►1 21•1� 22 2�-34 = WFT(LI-S��, I HAN 2�°o OF FHF: ROOF ARTA IS ' .•99:3.5 ' Mean: 22.5556 4. • '••'•' Standard Deviation: 3.92911 •••.• 3 .• .....• ••3.2.5 ...• : DYNATECH ENGINEERING 2 ""• Test: TAS 126 Moisture Survey 3 Zr 1.5 Client: GEN-EX BUILDERS,LLC U. 11 Project: SE AREA FLAT ROOF @ 0.5 Address:174 NE 109TH STREET MIAMI SHORES,FL 33161 NOT TO SCALE 0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 Nuclear Readings _ - �--- -�_ -L- -- --- � - -� _ AREA 1. TOP LAYER GRANULAR _E T -� AVERAGE%o OF MOISTURE ! MOISTURE GRAVIMETRIC SCALE- -T - -- - - - -- --- - - - 101 1 9 8 7 6 b MT ROOFING 4 3M2 •• ••••• •••• R RE lute 19 20 T1 22 23 t2425 26 t1128 J2130 31 32 33 34 •••• •• • •••• • •• ••; • • Dynatech Engineering Corp • . Client: Scale: ••••• • •• • GEN-EX BUILDERS,LLC N.T.S. • •••• Project: Date: 6-22-2015 • : •••• 174 NE 109TH STREET MIAMI SHORES,FL 33161 ••••• •••• • • - AREA 1 . FIBERBOARD INSULATION{ - � - - - - 1- AVERAGE /o OF MOISTURE MOISTURE GRAVIMETRIC SCALE 1-7 18 14 12 10 9 8 WET ROOFING 7 6 • ••• • •• ••••• •3 • • 1 *!fee •••••• • •• •• • L7=AR READING 19 20 21 22 13t1#111 26 11#111 2s 30 t t- -- Dynatech Engineering Corp Client: Scale: GEN-EX BUILDERS,LLC N.T.S. Project: Date: 6-22-2015 174 NE 109TH STREET MIAMI SHORES,FL 33161 LJ AREA 1 . BOTTOM LAYER B.U.R AVERAGE%OF MOISTURE MOISTURE GRAVIMETRIC SCALE 40 8 8 7 6 6 WET ROOFING 4 3 Z •• • •. . • • • 0.1 1 • • • • -NO61.114R REA&IW• 19 20 21 22 23 24 25 26 27 28 29 30 �3132 33 34 • • • • • Dynatech Engineering Corp '•••• Client: Scale: • •• GEN-EX BUILDERS,LLC N.T.S. • • • • •• '•'••• Project: Date: 6-22-2015 • "" ••• 174 NE 109TH STREET MIAMI SHORES,FL 33161 • N NOT TESTED AREA 1 TESTED ONLY NOT TESTED •ss•wf • s • • • ••••• •••• •••••• • • • • ••*••• sees00 seesDynatech Engineering Corp. Client: Scale: GEN-EX BUILDERS, LLC N.T.S. Project: Date: 174 NE 109TH STREET 6-22-2015 MIAMI SHORES,FL 33161 7BY:, C T'V JD \��t( Miami Shores Village UG 26 2015 �1 ,-0 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20/// BUILDING (waster Permit No. r—F PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC Q ROOFING REVISION EXTENSION RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 174 NE 109 ST City: Miami Shores County: Miami Dade Zio: Folio/Parcel#:11-2136-009-0100 Is the Building Historically Designated:Yes NO X Occupancy Type: SF Load: Construction Type: CBS Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):ADRIAN & MARTHA PALMA Phone#:3053103751 Address:174 NE 109 ST City: MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: GEN-EX BUILDERS, LLC. Phone#: 3055252545 Address: 500 S FEDERAL HWY, #1641 City: HALLANDALE State: FL Zip: 33008 Qualifier Name: HENRY LOUDEN Phone#: 3055252545 State Certification or Registration#: CCC 1328506 Certificate of Competency#: CGC 060092 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$1500.00 Square/Linear Footage of Works Type of Work: 11Addition ElAlteration ❑ New ❑■ Repair/Replace El Demolition Description of Work: INSTALL NEW PEEL&STICK CAP SHEET Specify color of color thru tile: Submittal Fee$ Permit Fee$ GC5 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ T (Revised02/24/2014) • Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notic e inspection will not be appy nd a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRAXIJ4 The forgoing instrument was acknowledged before me this The foreoing instrum nt was a knowI dged before me this dayof 20 �knon �day of 20 , by who is personally P/N� ✓ who is personally known me or who has produced as me or who has produced s identification and who did to a an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBIL �,HI p1PRyP ;•,, ANA M LOPEZ ` `'e': ANA M.LOPa rc State of Florida �? ' Lary Public-State Sign: Sign: M Commission Iy FF 4386 I% �F�° '° Commission#r F Print: Print: ' Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)