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RF-13-1780Miami Shores Village Building Department artment s�P 2 5 4013 � 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 1 Tel: (305) 795.2204 Fax: (305) 756.8972° w - INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. .3 Permit Type: BUILDING ROOFING JOB ADDRESS: �� � ctr City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): fEe_� 1 Address: City: Tenant/Lessee Name: Email: State: Qualifier Name: Phone#: State Certification or Registration #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer. Certificate of Competency #: Value of Work for this Permit: $ Square/Linear Footage of Worki--i— Type of Work: ❑Addition DAlteration ONew 17Repair/Replace ODemolition Submittal Fee Scanning Fee $ Color thru d1e: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Bond Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A TORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. Asa condition to the issuance of a building permit with an esti a ceeding $2500, the applicant must promise in good faith that a copy of the notice of comme em nt and construction lie a ochure will be delivered to the person whose property is subject to attachment. Also, a certified c py of the recorded notice o mmencement must be posted at the job site for the first inspection which occurs seven (7) days after b ild' it is iss ed. n the s ce of such posted notice, the inspection will not be approved and a reinspection fee will Signature Signature Owner or Agent Con to The foregoing instrument was acknowledged before me this Th re o' instrument acknow ged before me this �� day of , 20 _, by y of -20 , by 11 5 , who is personally known to me or who has produced ho ' personally known to me o who ha produced As identification and who did take an oath. as identification d ho did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ,��`''' ®l�D,'/� Sign: Sign: Print: Print: _ ': ,Mri.,'�dln,. My Commission Expires: My Commission Expires 0'.v ////III11IIIIIO APPROVED BY Klans Examiner Zoning Structural Review (Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) IP`A ➢J IC • HIGH -VELOCITY HURRICANE ZONES Florida Building Code Section E Tile Calcula For Moment based tile systems, choose either Method 1 oe vaI for Mrwlth the values from Mt If the Mr values are greateManor al to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. ® Method 1 "Moment Based Tile Calculations Per RAS 12T' (Pt: x ` _ ✓) — M j a =Mrs t Product Approval Mr 5 (P3•� x A = 3 ,� — Mi 3' Mr� �®® Product Approval Mr , S` - � ° = r3 3 Product Approval Mr d Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mr *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. - For Uplift based tile systems use Method 3. Compared 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 "IJplift Based Tile Calculations Per RAS 127" (P,:_xl•_= x w:=_)-W_xcosB.•_=Fr,: F,x: (P3: _ x I:—=-% w:= ^) - W • x cos B.•_ = Fr3: Mr Required Moment Resistance" Mean Roof Height - Roof Slope 16' 20' 26' 30' 4D' 2:12 34.4 36.5 36.2 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 37.3 612 28.4 30.1 31.6 32.8 34.9 " 6:12 26A28.0 29A 30.6 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 the systems endorsed by the Broward County Board of Rules and Appeals. - For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "IJplift Based Tile Calculations Per RAS 127" (P,:_xl•_= x w:=_)-W_xcosB.•_=Fr,: F,x: (P3: _ x I:—=-% w:= ^) - W • x cos B.•_ = Fr3: ... • :B �� .DEPT I U-/ 17/Z AP d-1 • : 0 0 0 T a 0 (0 (Rl_If'NCE WI FH ALL FEDERAL '•• • • STATE?l'NJc r L1N f RUES AND REGULATIONS Where to Obtain Information Description Symbol Where to find Di•sign Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Hei ht i i Job She Roof Slope B Job site AcrodynamicMu ' er b Restoring Moment due to OhBity • • AltachmentResistince • Required Moment Res Minimum Attachment Resistance Required Uplift Resistance calculikul Average T' ei Tile D%cnsim f 1�1 • • • vI • 11 • . • • All calculations must be tted o the BuTI t ... • :B �� .DEPT I U-/ 17/Z AP d-1 • : 0 0 0 T a 0 (0 (Rl_If'NCE WI FH ALL FEDERAL '•• • • STATE?l'NJc r L1N f RUES AND REGULATIONS (RAS) No. 127 �t TABLE 1- RISK CATEGORY II EXPOSURE CATEGORY "C"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pou(1)1, PERIMETER [Pud(2)l AND CORNER (Paw(3)) AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 1 i ROOF j SLOPE > 2:12 to 5 6:12 > 6:12 to 512:12 l_... __.. I t.. . P:.j2) & Roof mean height i P(l) I yJ2) I P,(3)2 F p j l) p (l) f I 5 20' -39.1 -__ -68.1 -100.7 -42.8 -50.0 >20' to 5 25' -40.9 -71.3 -105.4 _ 44.8 52.3 >25' to 5 30' -42.4 -73.9 -109.3 -46.4 54.3 >30' to 5 35' -43.9 -76.6 -113.2 i -48.1 -56.2 (_ >35' to 5 40' -45.1 -78.7 -116.3 49.4 Y `M -57^8 1 Calculated in accordance with ASCE. 2 For Hip Roofs with slope <_ 5.5:12, Paw.(3) shall be treated as Pa,J2). 3 P;L, = 0.6P,,,, TABLE 2 - RISK CATEGORY II EXPOSURE CATEGORY "D"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pud(1)], PERIMETER (Pud(2)) AND CORNER [P.sd(3)) AREAS OF ROOFS ; FOR EXPOSURE D BUILDINGS WITH - A ROOF MEAN HEIGHT AS SPECIFIED_ 3 ROOF SLOPE > 2:12 to S 6:12 > 6:12 to !_ 12:12 pw.(2) & Roof mean height P W.( I) Pu (Z) P x(3)2 Pald(l) Ps (3) 5 20' -47.0 -81.9 -121.0 -51.4 ` -60.1 to 5 25' -48.8 -85.0 -125.7 I -53.4 -62.4 __... _.._....__..._>20' - >25' to 5 30' -50.3 -87.7 -129.6 j -55.0 -64.4 >30' to !_ 35' -51.5 -89.9 -132.7 -56.4 i -65.9 >35' to S 40' -52.7 -91.9 -135.8 1 -57.7 -67.9 1 Calculated in accordance with ASCE 7. 2 For Hip Roofs with slope15 5.5:12, Pd(3) shall be treated as P„,d(2). . 3 P. -d = 0.6PoIi • •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• •• • • • • •• • • • • • • • • • • • • • ••• • •• • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • (RAS) 127.2 2010 FLORIDA BUILDING CODE -TEST PROTOCOLS HVHZ COUNiY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUMMING AND NEMMORBOOD COMPLIANCE BEPARTMEW (BNC) 11805 SW 26 Sum Rom 208 BOARD AND CODE ADNONESM17ION DIVISION Mini, FLS 33175-2474 T M 315-2598 F (7It6) 315-2599 NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 96 Ave. Okeechebse, FIS. 34472 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 BNC - 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 area 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 unmediately revoke, modify, or suspend the use of such product or material within their jurisdict m BNC 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 mod the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade including the High Velocity Hurricane Zone of the Florida Building Code. DESCRI1r't` ON.- Estrite "so TRO i r BELJ tG: Each unit shall bear a permanent label with the manufitchwees name or logo, city, state and following statements "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. TE]V 1NATION 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 entice NC5A:-slhj be`jr+ije j to the user by the manufacturer or its distributors and shall be available for inspection atxhejb ...b site It th4 r$quv�t of the Building Official. .. .. . .... This renews NOA # I0-0518.03 and consists of pages 1 through 6. The submitted documentation wa%r%vie:wed by.4.1aw f igep - • • NOA No. 11-0510.02 D • • • • • • • . • • • Expiration Date: OW3116 ... Approval Date: 06130/11 Page 1 of 6 . . . . . . . . . . . .. .. . . • .. •. ... • . . •.. . 0 ROOFING ASSEMBLY .APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile, I=. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Test Identifier ManufacAMW k Test Test Product AgQLim—t Dimensions Su-ecifications Descrip ion Entegra Estate `S' 1=16-1/2" TAS 112 Low profile, interlocking, extruded concrete Roof Tile w= 13" roof tile equipped with two nail hole and 7161-03 double roll ribs. For direct deck or battened PA 102(A) Dec. 1991 nail -on, mortar or adhesive set applications Trim Pieces I = varies TAS 112 Accessory trim, concrete roof pieces for use PA 108 w = varies at hips, rakes, ridges and valley P0402 varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED: Test Aaenev Test Identifier Test Name/Renort Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails .Pt631:0I :.'.::." PA 108 July 1994 Letter &tied 3 :' ''. PA 108 Aug. 1994 .. ... .. . . . .. Professional Service 224-47099 PA 112 Sept. 1994 Industries, Inc. • • • 00 0 • • • • • • The Center for Applied 9jP601•Sao ; PA 101 March, 1994 0 00; NOA No. 11-0510.02 .... ....... Expiration Date: 08/23/16 • . • • Approval Date: 06/30/11 .... : :. ..'.: Page 2 of 6 .... .... . Test Azency Test Identifier Test Name/Reyort Bate Engineering, Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct 1994 25-7094-7 PA 102 Oct. 1994 25-70944 PA 102 Oct. 1994 Project No. 307025 PA 100 Qct. 1994 Test #MDC -76 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-72142 PA 102 Merck 1995 25-7214-6 PA 102 March,1995 Celotex Corporation 528454-2-1 PA 101 Sep. 1998 Testing Services 520109-2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381-264 TAS 112 01/08/08 3. LEVHTATIoNs: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 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 and Neighborhood. Compliance Department — Product Control Section for review. 3.4 Minimum underlayment 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 applicable building code. ....... . .. .. ...... ••• . .. ... .. . .... . ... . ... .. . . . . ... ..... • •• •• • • • •• •• ••• • • • ••• • • NOA No. 11-010.02 Expiration Date: 08423/16 Approval Date: 06130/11 Page 3 of 6 4. INSTALLATION 4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 124. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Welght-W (lbf) 1 Length-1(ft) 1 Width -%v (ft) En ra Estate 'S' Roof Tib 10.0 1.375 1.08 Table 2: Aerodynamic Multipliers - X (R) Tile ). (ft) Profile Batten Application (ft ) Direct Deck Application 1 Entegm Estate 'S' Roof rile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M8 (fi lbf) Tile Profile 311:12" 4":92" 6":12" 8":12" Greater than 7"Ar Entegra Estate 'S' Roof Tile Battens Direct Deck Battens Direct I Deck Battens Direct Deck Battens 1 Direct Deck Battens Dingy Deck 5.91 6.74 1 5.82 1 6.64 1 5.70 6.50 5.56 1 6.33 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft4bl) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min.19132" plywood) Battens Entegra Estate 'S' Roof rile 2-10d Pting Shank Nails 27.8 37.4 28.8 1-10d Smooth -or Screw Shank Nally 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screwl 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nall Field Clip)! 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Cli 2 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave.011 31.9 .. .. .. 31.9- 32.2 2-1od Rin Shan • .a 67.5 50.9 1 Installation with a 4"tile headla and fasteners are located a min. of 2W from head of tile. 2 When using only one fastener use the hole that is a oximat04-314" away from intedockin . • ... . . . . % . • .. . ... . .. NOA No. 11-010.02 s .... ... .... Expiration Date. Qt W/16 • Approval Date: 06/30/11 ;.'.: Page 4 of 6 Table S: Attachment Reser Expressed as a Moment Mf (ft4bf) for Two Patty Adhesive Set Systems Tile Proitle Tile Application Minimum Attachment Resistance En ra Estate'S' Roof Tyle Adhesive 26.9 3 See manufactures component amoval for instaHetion requirements. 4 Flexible Products Company TIeBond Average weight per patty 11.4 grams. Po dam Product, Inc. Avera92 weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Too Profile The Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tae Polyfoam PolyProie 86.61 Eqb am Pot ProTu 46.60 5 Large paddylacement of 54 ggkins of T" 20.60 6 Medium iddy pjacernent of 24 qMms of EglEroTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ftribf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Estate Mortar Set 20.60 'S` Roof Tile 5. LAB1Gr ziG: Ail tiles shall bear the imprint or identifiable marking of the manufacturer's naive or logo (See Mail Below), or following statement: "Miami -Dade County Product Control Approved". r� �E.NZv ESTATE "S" TILE LABEL (LOCATED ON uNDF.RsmE OF TME) 6. BumDING ftlary T R vlll �rti • 6.1 Application for bui�aingpermit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other do'cAments'nq ed by Buil iofficial or Applicable building code in order to,pr� evald the tn4gi jop of this system. NOA No. 11-0510.02 u Eco r .... ... .,►. . . Expiration Date: 081 N% • • • • Approval Date: 06130111 ... . 0 0 000 . . PROFILE DRAWING Nail Holes ENTEmu ESTATE "S" CoNcjwTE ROOF Tux END OF THIS ACCEPTANCE .. ••• . . . . . •• . ................ . • ••• • .•• •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a NOA No. 11-0510.02 Expiration Date: 00!13/16 Approval Date: 06/30/11 Page 6 of 6 NOTICE OF COMMENCEMENT A RECORDED MH BE POSTED ON THE log SITE AT TIME OF FIRST N31CM PERW NO. -TAX FOLIO NO t ( -?a, 6 (, 01s It >n 11111111111111111111111110 11111111111111 1 CFF 2013RO633034 OR 8k 28768' Ps x1291 v' Ups) RECORDED 08/12/2013 14:10:27 HARVEY RUVINY CLERK OF COURT MIAM-DARE COUNTYr FLORIDA LAST PAGE STATE CF FLORIDA C.OL1MY OF MOMME- rATE OF FLORI Dr HEREercERTIFr� rd a coAy e �tN «�U� TFIE U GNED hnby gives notice that improvements wilt b � o cot, Property, and in a000rd�e with Chapter 713, Florida Statutes, the fo info day of is provided in this Notice of .Commencement WITNESS m h 4020 (� w Y an nd O rat Seal Q K' ar�I Cg a� aoo mot 1. Legal description of property and strddress- NL 2. Description of improvement: 3. Owner(s) name and ress: 321 %A Interest in property: Name and address of fee simple titleholder: S 5. Surety: (Payment bond required by owner from contractor, if any) T� Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(::t)7„ Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice.asprovided in Section 713.13(1)((), Florida Statutes. Name and address: 9. ExTirahon date of this Notice of Commencement: (the expiration date is 1 year from the date of recording anless a different date is specified) nature of C "ner A �jjNary irubuc Print Owner's Name . Iry� 1 1�. Prepar Sworn to and subscribed before me this day of Ay , 2da. t Notary Public A Address: _ . .. n+ I _ firl M. Not - GEOTECHNICAL MATERIAL TESTING HYDROENVIRONMENTAL DRILLING SERVICES ASBESTOS EOLOGY INSPECTION SERVICES ASBESTROOF TESTING DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DARE COUNTY PROTOCOL TAS -106 MIAMI, October 4, 2013 PERMIT No. CLIENT: MURPHY ROOFS INC.: Denis Murphy: 10903 NE 81h Court Biscayne Park, FL 33161 PROPERTY ADDRESS: Roof @ 29 NE 98TH STREET MIAMI SHORES, FL 33138 TILE TYPE/ATTACHMENT: Double Roll Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment: Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic Test No. Test Location Field Uplift Pull Test Test Result 1-27 Field See Sketch Below > Than 35 LBS Passed 28-33 Comer See Sketch Below > Than 35 LBS Passed 34-59 Perimeter See Sketch Below > Than 35 LBS Passed 60-72 Ridge Caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS -106 ROOFSKETCH I 20 13 1 19 •1 1 4 I 2 11 ,I 26' 4 c 4 - FLAT FLAT ROOF AREA.42i 25 NOT TESTED 1 27 li 1 1 I 24 3 39 40 41 I I - - - - - - - - - - - - - 26 it 21 22 23 I I 18 17 _ 16 5 10 lot' o r �_�__i_ __ f �7 Wissa�Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Q 750 West 84 Street, Hialeah, FL 33014-3618 o Phone: (305) 828-7499 - Fax: (305) 828-9598 E -Mail: Dynatech@bellsouth.net C) mw.pa. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING AUG 6 6 2u i3 BYoaoa00000m000oo FB ��o Permit No. 1 1 460 Master Permit No. ROOFING City: Miami Shores . County: Miami Dade ---Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): '1�>1" '�- 1 0 AP- NQ C City: f�, L State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Comppy-Name: IYNJ Address: City: Qualifier Name: a 1A \ C. Phone#: State Certification or Registration #: Certificate of Competency #: 66 1,2 7 Contact Phone#: _ �' a!TLICEmail Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ o Square/Linear Foo of Work: 0310 Type of Work: ❑Addition DAlteration ONew air/Replace ❑Demolition Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CaCC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ZM • 40 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. _ Signature[ �-- Owner or Agent `T a foregoing instrument was acknowledged before me this day ofd, 20 )3_, by _1 'V�Y 1�. �UGb►' Q u who is personally known to me or who has produced Pr iy r S Li czvt5_ As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: (p • z 15 ` L's APPROVED BY Signature The fore ing ' ent w kno edged fore tb day of 20 O by i c , who i erso y known to or who prod ced cation and w o did take an P1anExa.Tjner Structural Review NOTARY My (Rov�s 4 01 2/2012) XRevised 06/10/2009XRevised 3/15/09)(Revised 7/10/2007) Expires: Zoning Clerk My Home Show Me: Proaercv InWTwbon Search By: Set sa tem ® Text Only � P_,_,�rt Fiamestead Frt�tid i -J Property Appraiser Tax Estimator t j Proc>erty Apps+ser Tax Ccrrr am, L� Portability S.O-H. Calculator Details: ACTIVE TOOL: SELECT' EVERLY MCCORQUODALE TRS 9 NE 98 ST MIAMI SHORES FL 33141 - Pro Information: rimary Zone: 1000 SGL FAMILY -2101- RESIDENTIAL - FT IAMI SHORES SEC 1 r19OC D PB 10-70 LOT 15 & /2 OF LOT 16 BLK 8 Description:T SIZE 75.000 X 115 O 928-1915 09 2001 3 26027-2346 07 2007 H Photography - 2012 D m �.hy MIAMI-DADE 0 112 ft My Home ( Prole r - —Information I Property Taxes My Ne _Q joQ(j I Property Appraiser Usina Our Site Phone directory I Privacy I Disclaimer Assessment Information: �� 2013 2012 Taxing $112,453 $,ss 540 f you experience technical difficulties with the Property e: $133365 152 061 E Information application,: $245 818 248 601 ish to send us comments, or suggestions lue: $245 818 248 601 your questions Exem tion Information: please email us at Webmaster. ear: 2013 50,000/$198,601 Homestead; $25 000 0210 50,000/$195,818 2nd Homestead' YES YES Cit 50 000/$195,818 Web Site Taxable Value Information: 25,0001$220,818 Year 2013 © 2002 Miami -Dade County. _ Sale Information: All rights reserved. Legend Property Boundary Selected Property .ov Street Highway Miami - Dade County ® Water N W+ E S 2012 Taxing Applied Applied Authority: Exemption/ Exemption/ Taxable Value: Taxable Value: Tonal: $50,000/$195,81 50,000/$198,601 County: 50,000/$195,818 50 000/$198,601 Cit 50 000/$195,818 50 000/$198 601 School oard: 25,0001$220,818 25,000/$223,601 Sale Information: All rights reserved. Legend Property Boundary Selected Property .ov Street Highway Miami - Dade County ® Water N W+ E S Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Date: Re: Owner's Name: -0 onCil e� A BI Property Address: 4J 'lam r- go ��►��- 3 � � 3> t �� Roofing Permit Number: Dear Building Official: 1 ffi `fit 4certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this s� day ofyz Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with F8C nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Print Name h�a RMELOW R. LAX Notary Public, state of Florida Commission# EE 107488 My comm. expires June 28, 2015 The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this s� day ofyz Notary Public, Sate of Florida at Large When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with F8C nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 6�—Aesthetics-Workmanshlp: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. all&t Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. � Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4.% Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5.Qe� Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overtiow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amo f attic ventilation shall not be reduced. It may be beneficial to consider additional venting which ca resIt in extending the service life of the roof. n _ , -9- 112AI J 0 L",,,l W 64 Lo— Owner/Agent's Signaturerai Con for Signa re Date Revised on 7/9/2009 LD ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition High -Velocity Hurricane Zone Uniform Permit Appl Master Permit No. Process No. Con Job Lam' E I z�s" ■ Miami Shores Village PROVE APD BY DATE ?BONING DEPT EPT CT � O CCMPLVNCE WITH AL1. FEDERAL ANL) C;CUIYiy r31. US AND REGULATIONS ROOF CA3ZGOPX ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile ❑ ,asphaltic ❑ Metal Panel/Shingles ❑ Wood Shinglea/Shakes Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE ❑ New Roof Reroofing 13 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof rea (SF) Steep Sloped Roof Area (SF) Total (SF) pej Sedlon B (Roof Plan) Sketch Roof Pla. 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. FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High-Velocfty Hurricane Zone Unfform Penn(t Application Form. Roof System Manufacturer:L( Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations: 1: P2• P3• Maximum Design Pressure (From the Product Approval Specific System): Deck Type: Type Underlayment: 1 30 Roof Slope: Insulation: Fire Barrier: Ridge Ventila 'o ? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: I Sim MLLA 1 Mean Roof Height: % Roof Covering: type & Size Drip to Edge: FLORIDA BUILDING CODE — BUILDING Florida Building Code 2D10 Edition Hwa Veloeft Hurricane Zone Uniform Pam* Application Foma For. & most bmM die sys6ma, d�000e dther MaBied I or 2. C.eaaepwad Ow vdaaa forA��.:;`+ *�eva�res ll�M� BtlaMrvabma are b' lima ear eapudta the111<t vabar„ fw amb area►elateaeondmthe as albellummi sulked b auqpIML QAdfA I Based Tie A BAS 22r (p1 a 1 -up Z,�7 •,5, IA � (F• :1 -s D NOAH W, :z x,,r. - ,. NOA lBr - Method 2 "SU40fied Tie Cdmbfim Per Table BtdW RaqdndKwmwafReddmswM From Tabs Bebmr NOA 14 *Mast be smd b4 000 0s m w d t bmeaiy Bwd w 1 w 1 w f 4w wbk a Ot M manna band We qyxf� andawd by the s and Appesle, Forbased syat� we Mesed I Compau+ed the vat fr r ma se valees hr �• ff r are team or egmd to So X for emb area�otte r64 tine Aea d k aco 3 *UPW Bated Tle Cde"m Per BAS 12r - � NOAF (Ps a a k =—— x *r: •,_., - W: : cae 8: Fes: NOA F' (P$ % z .� z w: R.,) - W: z ads B: Fra: NOA F am 4r'-a:;, VI"rF?f`I .cc" a 'Vll -aye JO .d, _.�� J: _ ^rv• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9's Ave Okeechobee, FL. 34972 MIAMI-DADE CO N 1 Y. FLORIDA METRO-DADE FLAGLER BLIL.DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331311-1563 (305)375-2901 F.kK(305)375-2905 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of coustruction. materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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_ BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisiou 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation 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 applicationims 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 -tor inspection at the job site at the request of the Building Official. This renews NOA No. 09-0803.02 and consists of pages 1 through 5. The submitted documentation was reviewed by Acer Tigera. NOA No.: 10-0804.15 t�aa~t ee Expiration Date: 12/08/15 .. � uffm�Approval Date: 10/20/10 �IlPage 1 of 5 �m • .187-1 _ Vlurpr y R :cfing till C , ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Rcofine Rooting Tiles Concrete r—age :!t- _'ace _!01c'-' - _ 1.4 mlyl 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Descrl on Plantation Tile Length: 161':" Flat concrete roof tile for direct deck or Width: 136' TAS 112 batten nail -on. Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 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 in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the.services of a Miami -Dade CoufftyZertified 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 underlayment 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 applicatipas. Minimum deck requirements. shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 113,119, & 120 4.2 Data For Attachment Calculatious NOA No.: 10-0804.15 Expiration Date: 12/08/15 eCOta+rrY Approval Date: 10/20/10 Page 2 of 5 r-rUiii. -Fq..-..;, Table 1. Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length-1(ft) Width -w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multi liers - ft3 Tile Profile ;L (ft3) Batten Application ;L (ft3) Direct Deck Application Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" 7":12"or Profile (Min 15132" (Min. 19/32" greater Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 9.8 4.9 , Deck Deck Deck Deck 14.0 Deck Plantation Tile 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19/32" plywood) plywood) Plantation Tile 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw 7.3 9.8 4.9 , Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0. 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Fling Shank 50.3 65.5 48.3 Nails' F 1 Installation with a 4" We headiap and fasteners are located a minimum of 2W from the head of We. 2014 12-a8 -7-4378 2011-12-08 22:42 d5? 93?c 2011-12-08 22:42 From: 467443-M 73 2011-12-08 22:42 �tl' NOA No.: 10-0804.15 Expiration Date: 12/US/15 aiJe4ic To: Murphy Roofing (MUR011) Page: 5/6 Date: 12020119:27:1 �Age4 . wage 4'-' ;:^orrm 467-4'�78 `o. ',lurpry Roo(ir.g ;,%1!_JRG"; = age. 5,� -ate. i .312C" ' .==.49 AM Table 5: Attachment Resistance Expressed as a Moment Mf (ft-ibf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment PolyProTm 118.9 Resistance Plantation Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 -Fle)ible Products Company TileBond Average weights per patty 13.9 grams. Po am Product Inc. Average weight per patty 8 gram& Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Sin Is Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile PolyProTm 118.9 Poi ft "A 40.4 4 Large paddyplacementof 4$ warns of PolyProTU. 5 Medium paddy placementof 24 grams of Poi TM. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acceptance. S. LABELING 5.1 All tiles shall bear the imprint of identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". 5.2 Eategra Roof Tile, Inc.'s .Plantation Roof Tile bears the following markings: USA "E" USA, "E", Ente_xa. "E", where the E is a stylized logo. 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. 7. MANUFACTLgMG LOCATIONS 7.1 Oke6chobee. FL • ,NOA No.: 10-0804.15 Expiration Date: 12/011/15 Approval Date: 10/70/10 V ='J�lt _ r± UIGf n'y OCttCC� 'age -JIb aI2 'J4!'_U' PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTAD CE NOA No.: 10-0804.15 Expiration Date: 12/08/15 ., Approval Date: 10/20/10 Page 5 of 5 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 tient 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 Polysthick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturves 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. TERMIIKATION 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 primed 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 revises NOA # I I -MI. 10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigers NOA No.: 11-1229.01 Eapiraden Date: 09/13/16 Approval Dam. 04/05/12 Page 1 of 8 14 �Nia MiAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PE OU TI1NG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Shvet Room 208 BOARD AND CODE ADMIlVI UTION DIVISION Mimi, Florida 33175-2474 T (786) 315-2540 F (786) 315-2599 NOTICE OF ACCEPTANCE OA) ` WW'MbW' deAff' = 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 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 tient 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 Polysthick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturves 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. TERMIIKATION 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 primed 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 revises NOA # I I -MI. 10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigers NOA No.: 11-1229.01 Eapiraden Date: 09/13/16 Approval Dam. 04/05/12 Page 1 of 8 SRmvie 17ai�: 42� a ROOFING COMPONENT APPROVAL a o : Roofing Snb-Catesorv: Underlayment to ., SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - 61'x Location s �:_, s 61 x 3'V/s" ASTM D 1970 fiber/polyester reinforced 60 mils thick membrane. Designed as a metal roofing and roof file underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adherin& glass- Mam factoring Location 61' x 3'3 '/e" ASTM D 1970 films/polyester reinforced. waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04W/12 Page 2 of 8 Test Product Product Dimensions S cificatioa Description Polystick MTS . Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8"x 3'V/8" waterproofing membrane, glass fiber reinforced Manufactwing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlaymeaL Polystick IR Xe Roll: TAS 103 and A fine gramular/sand top surface self -adhering, underlayment 65'x 3'V/#" ASTM D 1970 APP polymer modified, fiberglass reinforces, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an 01 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 33 3/$ ASTM D 1970 polymer modified, fiberglass or polyester Mamfocturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof the underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'3 3/$" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location file underlayment. #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underleyment 32'10"x 3'3 '/$" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a file roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - 61'x Location s �:_, s 61 x 3'V/s" ASTM D 1970 fiber/polyester reinforced 60 mils thick membrane. Designed as a metal roofing and roof file underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adherin& glass- Mam factoring Location 61' x 3'3 '/e" ASTM D 1970 films/polyester reinforced. waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04W/12 Page 2 of 8 Gmail - Inmate: MURPHY, MILES WILLIAM frecuentes http://vwuw.bop.gov/inmate_programs/trulincs_faq.jsp. 01 https://mail.google.comlmaill?ui=2&Uc--B l c7d5l24&view=pt&search=inbox&th=13eO38b... 8/6/2013 D MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EvIDENcE SUBMITTED: Test Agency Test Identifier Test NameftAwrt Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 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 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4799 & G155 11/09/09 DX23DSB TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & 0155 02/18/10 NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05!12 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Base Sheet- One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" ox. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered Surfacing: None 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 of3 Yi and and 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. 93. 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. NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04W/12 Page 4 of 8 Z{ GENERAL Ln mAnoNs: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof the systems and quarry slate roof assemblies. IR Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clan and dry surface. The deck shall be free of inregularities. S. 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. E ure-Limitations(dayO Polystck MTS AT1'S IR Xe TU TU Plus TU P Tile Pro Dual Pro Polystick TU, TU Plus, TU P, Tile Pro Winter Raven, FL. 180 180 180 180 180 180 180 Prohibited without battens Hazelto PA. N/A 30 30 180 N/A N/A N/A No limitation 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. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof the manufacturer's Notice of Acceptance. Polystick TU, TU Plus, and Tile Pro may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe, and Dual Pro are limited to mechanically fastened roof file applications. Polystick MTS is limited to mechanically fastened with battens roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof the applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof the underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystck MTS Polysdek IIt Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation 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. NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page s of 8 GENERAL. LUMWATIONS: (CONTINUED) 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. 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile Pro is 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 mans name or logo, city and state of manufac wmg facility and the following statement: "Miami Dade County Product Control Approved" or the Miami Dade County Product Control Seal as shown below. BUID.DING PERMrr REQu=MENTs: Application for building permit shall be accompanied by copies of the following. 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 11-1229.01 Expiration Date: 09113/16 Approval Date: 04/W/12 Page 6 of 8 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 adaptable. 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 -wiled in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, i l 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, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric. Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. S. 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 file manu&turers NOV s, must be used on all projects for pitch/slopes of r/12" or greater. It is suggested that on pitch/slopes in excess of 6'/"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium WeMry Elastomeric. Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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 sem. 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 Poiystick 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 and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1(800) 894-4563. NOA No.: 11-1229.01 Eaphaton Date: 09/13/16 Approval Date: 04MA2 Pate 7 of 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 994-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). 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.: 11-1229.01 Explraflon Dates 09/13/16 Approval Date: 04105/12 Page 8 of 3 141AHMM MIAMI-BADE COUNTY =MEW 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.sov/nem 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 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) anor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested r 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: 3MTM 2 -Component Foam Roof Tile Adhesive All -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 renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. r NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 j, 11 ROOFING COMPONENT APPROVAL Caterzorv- Roofing Sub-Catetory: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BV APPLICANT: Product Dimensions rest Product Specification Description WinterGuard HT 36' x 65' rolls ASTM D 1970 Modified fiberglass reinforced, bituminous sheet Manufacturing Roll Weight: 45 lbs material for use as an underlayment in sloped Location #1 roof assemblies. Designed as an ice & rain shield. . WinterGuard Granular 30" x 65' rolls ASTM D 1970 Granular surfaced modified, fiberglass Manufacturing Roll Weight: 72 lbs reinforced, bituminous sheet material for use as Location 92 an underlayment in sloped roof assemblies. Designed as an ice & rain shield. WinterGuard Sand 36" x 65' rolls ASTM D 1970 Embedded sand surfaced modified, fiberglass ,blantrfactreing Roll Weight: 72 lbs reinforced, bituminous sheet material for use as Location #2 an underlayment in sloped roof assemblies. Designed as an ice & min shield. Diamond Deckrar 48" x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use 1v1ant facturing Roll Weight: 38 lbs. under shake, shingles, slate or metal roofing. Location #3 MetaLaymentTM 39'/y" x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for Xtanrrfacturitg Roll Weight: 54 lbs. use under metal roofing. Location 91 Black Diamond`s 39'/8" x 68' 7"; ASTM D 1970 Granular surfaced modified, fiberglass Base Sheet Roll Weight: 76 lbs. reinforced, bituminous sheet material for use as Manufacturing an underlayment in sloped roof assemblies. Location #2 Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted in the HVHZ Flintlastic GTA 39'/g" x 32' 10", ASTM D Granule surfaced APP Modified Bitumen Manufacturing Roll Weight: 105 6222, Grade G, membrane with non -woven polyester mat Location #1 lbs. Type I reinforcement for torch application. All Weather/Empire 39'/R" x 65' 10", ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet Weight: 70 lbs. Type If AlanrrJacttrring Location 91 NOA No.: 10-0608.01 Expiration Date: 11/24/14 Approval Date: 11/18/10 Page 2 of 7 Product Flintlastic SA Cap FR Mane facturing Location 81 Flintlastic GMS Mam facturniq Location 41 Dimensions Test Product Specification Descriution 33'11" x 39-3/9" TAS 103 Fiberglass reinforced lire retardant SBS cap Sheet. 39-'/4",x 33'11" ASTM D 6164 Granule surfaced SBS Modified Bitumen Roll Weight: 97 lbs. Grade G, Type membrane with non -woven polyester mat I reinforcement for mop application. MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 2. Hangzhou, China EVIDENCE SUBMITTED: Test Agency Momentum Technologies, Inc. Trinity I ERD Test Identifier Test Name/Report Date AX31G8D ASTM D4601 09/05/08 AX31G8G ASTM D6222 06/05/09 RX02J9A ASTM D6164 12/22/09 C8440.04.08 ASTM D4798, D 1970 04/08/08 C9560.05.08 ASTM D1970 05/27/08 C 1 960.06.09 TAS 103 06/02/09 3530.12.05-1-R I AC 152 & ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 032240.03.10 TAS -104 / ASTM D 4977 03/04/10 03500.04.10 TAS -103 04/01/10 030280.12.09-112) ASTM D 226 12/11/09 C30890,03.10-1 ASTM D 1970 03/17/10 NOA No.: 10-0608.111 Expiration Date: 11/24/14 Approval Date: 11/18/10 Page 3 of 7 d q APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin carps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. (2:12 to < 4:12) One or more plies of Diamond Deck with a minimum 20" headlap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c, at the laps and two staggered rows 12" o.c. the field of the roll. Vertical joints should be offset 36" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications: Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood, Non -insulated Deck Description: "/,2" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular, WinterGuard Satid, MetaLayment or Black Diamond Base Sheet self -adhering membrane adhered to the anchor sheet with a minimum 3" headlap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 1t141608.01 Expiration Date: 11/24/14 M Approvai Date: 11/18/11l Page 4 of 7 , A 1 Deck Type 1: Wood, Non -insulated Deck Description: "/;'n or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered Anchor sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied at a right angle (900),to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap, and two 12" o.c. staggered rows along the center of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 IbsJsq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 2040 IbsJsq. or Flintlastic GTA torch applied to the preceding sheet or Flintlastic SA Cap FR self -adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Surfacing: Flintlastic SA Cap FR, Flintlastic GTA and Flintlastic GMS may be used with any approved roof tile system mechanically fastened or foam adhered. -Must comply with appropriate Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Codes. APPROVED J NOA No.: 10-0608.01 Expiration Date: 11/24/14 approval Date: IU18110 Page 5 of 7 a� d LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 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 material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 3. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 3. CertainTeed underlayment roofing systems utilizing Flintlastic SA Cap FR, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. G. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap FR, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products 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. 9. 'All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. 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. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. NOA No.: 10-0608.01 COUNTY Expiration Date: 11/24/14 MIAMMAD . • • • , Approval Date: 11/18/10 Page 6 of 7 LIN mnoNS: 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. All systems using Flintlastic SA Cap FR, and Flintlastic GMS shall be limited to the maximum roof slopes outlined in the table below: *Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope (Illustrated in Figure 1 below). *Slopes of 4:12 up to and including 7:12 — Horizontal batten strips are required. Stage tiles upslope and touching horizontal battens; tiles (maximum 10) must be stacked parallel to the slope (See Figure 2 below). *Slopes greater than 7:12 — Horizontal batten strips are required as described in the tile manufacturer's NOA per RAS 118 and RAS 119. Front View Figure 1: Staged Method, APPROVEDI Front View Figure 2: Batten Method END OF THIS ACCEPTANCE Side View Figure 2: Batten Method NOA No.: 10-0608.01 Expiration Date: 11/24/14 Approval Date: 11/18/10 Page 7 of 7