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RF-15-1122 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234518 Permit Number: RF-5-15-1122 Scheduled Inspection Date: August 07, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: SCOGGINS, BILLY Work Classification: Tile Job Address:270 NE 101 Street Miami Shores, FL 33138-2423 Phone Number Parcel Number 1132060134610 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments RE ROOF SANTA FE TILE ROOF CLAYS COLOR. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 07, 2015 For Inspections please call: (305)762-4949 Page 12 of 42 GEOTECHNICAL 1 ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES ,M DYNATECH ENGINEERING CORP. \ _/ WWW.DYNATECH ENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FLORIDA BUILDING CODE TEST POTOCOL TAS-106 MIAMI,August 4,2015 PERMIT No. RF-5-15-1122 CLIENT: Jim Obenour: OBENOUR ROOFING: 159 NE 97" Street Miami Shores, FL 33138 PROPERTY ADDRESS: Roof @ 270 NE 101 ST STREET MIAMI SHORES,FL 33138 TILE TYPE/ATTACHMENT: Spanish S 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 -43 Field See Sketch Below > Than 35 LBS Passed 44 -51 Corner See Sketch Below > Than 35 LBS Passed 52 -79 Perimeter See Sketch Below > Than 35 LBS Passed 80 -96 Ridge caps See Sketch Below >Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH 53 54 55 0 56 44 O 49 7551-� r - 23 57 J7'9 81 74, 40L77 -78-76-- --------- J 42 2pi i 43 22 : 39 38 37 36 2 5B 41 25 i 73: 32 33 34 21 'S9 i 31 30 29 28 26 72 i 5 6 7 e 19 ' i 9 20 60 i 13 12 11 10 � 9 i 71 27 14 15 , 4 16 17 18 ' .2 161 i '--- 3 - ------------ - 1 Lr r 63 4 91 67 Sincerely yours, x Wissam Naamani, P.E. No. A, RR2 DYNATECH ENGINEERING CORP. Florida Reg.No. 39584 1 Special Inspector No. 75 7 0Ftli7 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOQDYNATECHENGINEERING.COM ;�{�tC NVillage 1��REsMiami Shores" B.M..I" Building Department , ,otit 10050 N.E.2nd Avenue �LOR1Dp Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# I E — �.S— l�2 Z- DATE: INSPECTION AFFIDAVIT licensed as an I ( ) act /Engineer/Architect, (Print name and circle License Type) FS 468 Building In eCt License#: On or about t5- I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier wog k at v�70 NE 10 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Bas on 553.844 F.S) Si Manual State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before TWOWF o e me this day of �dPubiir State of Florida a Dee Hart Notary Public, Sate of Florida at Large ImmissionFF010644 04121/2017 "General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection D—;—a—Cie)4 mnnn .SNoRFs �. Miami shores Village .,. Building Department 10050 N.E.2nd Avenue --- f�� Miami Shores, Florida 33138 AZORmA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# J — �S' Z Z- DATE: �5 INSPECTION AFFIDAVIT -►�, I/ �U��(� licensed as a (n) act /Engineer/Architect, (Print name and circle License Type) FS 468 Building In ect License#: LAAL pop � 1�� On or about L S� cc 3YY1 , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at 70 l JE 10 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Bas on 553.844 F.S) VV Si at ure State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of adjft Notary Publir State of Florida Sandra Dee Hart Notary Public, Sate of Florida at Large My Commission FF 010644 pi M1 Expires 04/21/2017 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5/21/2009 i a m i Shores Village ildin g Department I ju 09 2015 50 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 I' INSPECTION LINE PHONE NUMBER:(305)762-4949 T4+ FB-C20 ( �� Master Permit No. ;��r—J�--I`S—! ZZ APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING XREVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 70 N 10 ( % City: Miami Shores County: Miami Dade zip: 3-5/3,9 Folio/Parcel#: (I 3 ?O G G 1 2 J L o i o Is the Building Historically Designated:Yes—N O V--'Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): r�I�I �C0 1',44 4 Phone#.30s- 17f�—��-� Addre,�ssl 70 //o lot 52-4c /`1 City: tat:ld 1 �f/iiay'e5 State.-a Zip:.3-3 / 3 e Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ('1)_U �Kfo✓2 Phone#: aW -7.!'� Address: �f'�-�L- AE A (/F City: sit State: : & Zip:.�3/3 Y Qualifier Name: fA-44ACS `> 0 ✓ Phone#: jam-/'j'7 �(of State Certification or Registration#: C of I-so 1� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �j �2�".2j del Square/Linear Footage of Work: Z 10 Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of W k: f V(S AI�' 1 Ct S L) IQ (G( c h Specify color of color thru the: � ✓al, S Submittal Fee$ Q9 Permit Fee$ GZ� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ C` TOTAL FEE NOW DUE$ T (Revised 02/24/2014) 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 notice, the inspection will not be approved and a reinspection fee will be charged. f Signature Signature OW ER or AGNT CONTRACTOR Th oregoing instrument w acknowledged before me this Th foregoing instrument as ac cnowledged before me this day of 20 r t5 by day of 20 by t hS who is personally known to 4ti' c.Y 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: NOTARY PUBLIC: Sign: g g Print: C� .��e rl �.. - 11.0 Print:— Seal: rint:_Seal: Seal: "" CATHERINE A.DUFFIN CATHERINE A.DUFFIN Notary Public-State of Florida Notary Public State of Florida f nMy Comm.Expires Apr 15,2017 N. P3My Comm.ExpiresApr 15,2017 Commission�FF 8417 11m.0, Bonded Throu ational N ary A . '......„`` Bondedl ougit Naltionatildla*rPIj`sV APPROVED BY t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) c Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Applicatinr.m Fo w--3 sump Section D (Steeps Sloped Roof S effix W, Roof System Manufacturer: S A Notice of Acceptance Number: Minimum Design Wind Pressures, if Appl able (From RAS 127 or Calculations): P1• P2: P3: Maximum Design Pressure From the NOA Specific System): Method of tile attachment: 0000 • 0000 ... .. 0000.. .. ... .. 0000.. 0 . Steep Sloped Roof System DescriptioK•'•• • 000. "•'. • 0000 0000 00.0 09.00. . 09 0000 0 P 00 00 0000 0000 . ck Type: 0 . • • . 0 0 90 ype Underlayment• • Roof Slope: '••' nsulation: � J� : 12 Fire Barrer: �(Y Ridge Ventilation? astener Type&Spacing: j .� t aX7 0 < dhesive Type _ l e C- yle Cap Shee A, oof Covering: _ Mean Roof Height: Type&Size Drip BUILDING APPROVE IZ SATE, JUL 0 2015 i MiA►M 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/eeonomv CertainTeed Corporation 18 Moores Road Malvern,PA 19355 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,„chbthV,or suspend the use of such product or material within their jurisdiction. RER reserves the rigk to revoker h1`s fi cceptafite*: if it is determined by Miami-Dade County Product Control Section that this product or materj;aL�ils to me�t;he requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the I'Larida.Build i.ng`Eode including the High Velocity Hurricane Zone of the Florida Building Code. "•• 00000 ••••• ...... . .. ..... DESCRIPTION: CertainTeed Underlayment Systems •••• •:' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo c4r. state•and followi, • 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 negativelyativel 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# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-1028.02 MIAMI•DAD,COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems,as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reinforced,bituminous sheet Manufuring rolls material for use as an underlayment in sloped roof Location #1 assemblies. Designed as an ice &rain shield. WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced Jjjfled,fibergloass jeinforcea-w Manufuring rolls bituminous sheet matariaLfor use as ••••;• Location #2 underlayment in slop drvvf assembkes. Designed as an ice &tAftf shield•...•• • .... .... ..... ...... . .. ..... WinterGuard Sand 36"x 65' ASTM D 1970 Embedded sand surfaeed4iodified14berglas9••... rolls reinforced bituminoli'�'s'tfe�t material for use as ap Manufuring � Location 42 underlayment in slojed roof assemblies. :*••*• Designed as an ice &.rafn Shield. • Diamond Deck" 48"x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use Manufuring rolls Type II under shake, shingles, slate or metal roofing. Location 93& 4 MetaLaymenf" 39 3/8"x 61' ASTM D 1970 A film surfaced, self-adhering underlayment for Manufuring rolls use under metal roofing. Location 41 Black Diamond' 39 s/8"x 68' 7" ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring underlayment in sloped roof assemblies. Location 42 Designed as an ice & rain shield. Not for use as an Anchor Sheet.Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-1028.02 MIAMI•DAD;COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 39 3/8" x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location #1 Type I reinforcement for torch application. All Weather/Empire 39 3/8"x 65' 10" ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Base Sheet rolls Type II Manufuring Location 91 DryRoot'"TU 39 3/8"x 61TAS 103 A polyester fabric surfaced, self-adhering Manufuring rolls underlayment. Location #1 Flintlastic GMS 39-3/8"x 32'l 0" ASTM D 6164 Granule surfaced SBS Modified&ten Manufuring rolls Grade G membrane with non-pvo, e' polyester mat .... •• Location #1 Type I reinforcement for mo 4plicatiolf •. .Y Y.YYY• YYYYY• • Y Flintlastic SA Cap 39 3/8"x33'11" TAS 103 Polyester reinforced.1C1f-%iherigg;m modile-J' .... •YYY YYYYIr Manufacturing rolls bitumen cap sheet. ...... . .. ..... • Y Y • • Location 91 •• •• •YYY Y• • w Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregnated,organic:" flainforceM Manufacturing Type I with glass fibers,ro(kipg t�derl;ynVpj. •••• . . Location 45 •• • MANUFACTURING LOCATION: 1. Little Rock,AR. 2. Shakopee,MN 3. Hangzhou,China 4. Silvassa,India 5. Shreveport,LA NOA No.: 14-1028.02 MLAMMADeeouNrir Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 3 of 9 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Report Date Momentum Technologies, Inc. AX31G81) ASTM D4601 09/05/08 AX31G8G ASTM D6222 06/05/09 TrinitylERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 030280.12.09-R2 ASTM D226 12/11/09 C31410.10.10-R1 ASTM D5147. ASTM D4798 11/02/12 C30890.03.10-1 ASTM D1970 03/17/10 C40050.09.12-2 ASTM D1970 09/28/12 C34940.09.11-R1 TAS 103,ASTM D1623 10/04/11 C32930.01.11-R2 ASTM D1623 ,••••.01/20/14 C45240.01.14-1 ASTM D1970, TA�•110 '•" 01/11/14':' 045240.01.14-2 TAS 103, T.U.110 • PRI Construction Materials CTC-075-02-01 ASTM Q P623• •••••10/0 71 l...• Technologies,LLC CTC-075-02-01 TAS IIS" I0/07/'r CTC-093-02-01 ASTM D6164,4$Tj D479$•;„•08/0��1�1�� CTC-189-02-01 ASTM D1621 11/18/110 CTC-163-02-01 ASTM D6757,;,SA;D226,O••:•05/09,413:. ASTM 134809. • InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 •• •08/13/13 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q-005C ASTM D4869 08/13/13 MIAMI•DADE COUNTY NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 4 of 9 APPROVED ASSEMBLIES: Deck Type 1: Wood,Non-insulated Deck Description: 19/32" 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 caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in 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 side lap edge and in a grid pattern spaced 12" o.c. in 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: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) Two plies of Roofers' Select with a minimum 2"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the sicVral4edge and in a grid pattern spaced 12" o.c. in the field of the roll. . . .... ...... •• • ... (2:12 to<4:12) Two plies of Roofers' Select with a minimum 19"fimefirp and a 12y end lap•• • mechanically fastened to deck with approved nails and tin caps 6" d1'V the side 1p edge al" •: in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be 1ATsat 72" 0 • .... .... ..... minimum. • ...... . .. ..... Surfacing: Shall be acceptable for use in approved asphaltic shingle applicatiohg. Must Corr" *with applicable Roofing Application Standards and Building Codes •. . . . . ...... NOA No.: 14-1028.02 CMIAMDADE COUNTY ...4 , Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 5 of 9 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck,membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type I1 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 side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterGuard HT, WinterGuard Granular,WinterGuard Sand,MetaLayment,DryRoof TU 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.: 14-1028.02 QMIAMMI. oecouNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 6 of 9 Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(4): 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 edge and in a grid pattern spaced 12" o.c. in the field of the roll 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 lbs./sq. 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 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap, 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 of 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, Flintlastic GTA,Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NIA. *Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRogf TV play be*L with any•:• approved roof tile system adhered as specified in their current NOA•using an}�Thnadhesive% 00 0000.... 0000.... 00 listed and having a current tile adhesive NOA approval. ••• •• • 0000.... 0000.. 0000.. . . Must comply with appropriate Roofing Application Standard RAS•1.1$,-AAS l 19t ZZ S 124 and- applicable Building Codes. 00:0% •• 00:006 0000 0000 0000 00.00:0 0000.... LABELING: • . . . . 6660.. 0000.... All membranes or packaging shall bear the imprint or identifiable marking of the manufacf"T's:name or 1pgp, city••••; state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dada,Ob4ity Product Control Seal as shown below. M"IDADE COUNTY MIAMMDADE COUNTY NOA No.: 14-1028.02 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 7 of 9 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 material. LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU 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. CertainTeed underlayment roofing systems utilizing Roofers' Select shall be acceptable for use in asphaltic shingles. 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 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. 6. 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, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be lefl„exposd1J,44a tempQr,W.• roof for longer than 30 days after application. ... .• 8. CertainTeed underlayment products may be used with any approved roof covering Novel!of Acceptance IAfiht" CertainTeed underlayment products as a component part of an assembly in the•Xgtjce of /3 jj%ptance;••Ff• CertainTeed underlayment products are not listed, a request may be made to the A'hthptity Halv1ngArisdiiuiv" (AHJ) or Miami-Dade County Product Control for approval provided that appropriata•deexmentation•is prodded•" 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 1poseecking panels. Syvggp;• the deck thoroughly to remove any dust and debris prior to application. :90900 • 10. When applying the membrane in the valley, start at the low point and work to the high point, rollipg tVt:memllrane• 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. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) MIAMI•DADE COUNTY NOA No.: 14-1028.02 ,••.• 1 Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 8 of 9 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoof"TUI Flintlastic GTAI Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *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 for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 'The following is applicable to all systems using Flintlastic SA Cap: *Slopes up to 5:12,Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 'The following is applicable to all systems using DryRoof"TU and Flintlastic GTA: *Tiles shall be stored on battens on roof pitches greater than 6:12". Slope Slope i s • • s° W��CI� � •••i r ',W ••• •rug ••••••Side View .' = Figure 2: B&QYaWeth&•••• Front View Front ••.• •.. ;••••; Figure 1: Staged Method, View Figure 2: Batten Method END OF THIS ACCEPTANCE NOA No.: 14-1028.02 MIAMI•DADECOUNTW Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 11,122 SUORE,s`,` Miami Shores Village E .; ':Nf ' e,., f• 10050 N.E.2nd Avenue NE — q �drk Cl�siffCetic h bite Miami Shores, FL 33138-0000 er-M ert tt ,; Phone: (305)795-2204 £Ky�� mit APPRQ"6� coxiop �' Is�imCata3l8t2q ::r Expiration: 12/05/2015 -., Project Address Parcel Number Applicant 270 NE 101 Street 1132060134610 Miami Shores, FL 33138-2423 Block: Lot: BILLY SCOGGINS Owner Information Address Phone Cell BILLY SCOGGINS 270 NE 101 Street MIAMI SHORES FL 33138-2423 Contractor(s) Phone Cell Phone � $ 18,470.00 Valuation: OBENOUR ROOFING SHEET METAL! 305-7,57-2612 Total Sq Feet: 22 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF SANTA FE TILE ROOF CLAYS CO Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-5-15-55524 CCF $11.40 05/12/2015 Check#:7529 $50.00 $746.90 DBPR Fee $3.75 DCA Fee $3.75 06/08/2015 Check#:7581 $ 746.90 $0.00 Education Surcharge $3.80 Bond#:2743 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $15.20 Total: $796.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDA T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi and ing. F�uermVauthorize the above-named contractor to do the work stated. June 08, 2015J horized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 08,2015 1 S Miami Shores Village RECEW b Building Department MAYL2O 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: i Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1C) BUILDING Master Permit No. — 19-1 122 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC �OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-JPLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: � 1-^�D j l�^A�k _ElfCPI' City: Miami Shores County: Miami Dade Zip: :3'N 30a Folio/Parcel#: "'�ZZZ(�— �-��1 �Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titlehold er): � Phone#:3 -7,s Address:: al o Or, jf2 ?� City: 1 Y 1444 4 ��'��jS State:�/� Zip: -3-509 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#:*3CtS�r7Sr7R 4/Z Address: SLS L 2 /y City: a A QA/L4,( State: _ Zip: Qualifier Name: � 11 2nL,(,/r Phone#: State Certification or Registration#: �� Certificate of Competency#: OnZ6e Kr�K DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �, `i' ( n ' 00 Square/Linear Footage of Work: aws T� Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: uA <s d — 14VI / Specify color of color thru tile: r 4 (,(' Submittal Fee$ _Permit Fee$ vGQ ` GO CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee�-$ Structural Reviews$ Bond$n C) IM TOTAL FEE NOW DUE$ a_ I6 , f D (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 notice, the inspection will not be approved and a reinspection fee will be charged. i4zl,4�eze, ,� Signature _ Signature 0 NER or AGEN CONTRACTOR The foregoing instru nt was acknowledged before me this The f oing instrument was acknowledged before me this Aday of_ NMI 20 J by _j�._day of 20 /1' ,by till, <4 1(� who is personally known to who is p nown to me o ho 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: NOTARY PUBLIC: Sign:�Y �il/Q1 LAJ Sign: Print: L10Print: Notary public State of Florida �al+ + MV Commission FF 010644 Seal: Notary public State of Fonda Seal: a?o,w Expires 04/21/2017 Sandra Dee Hart OFRVMy Commission FF 010644 Expires 04/21/2017 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5/1212015 Property Search Application-Miami-Dade County OFFICER 14'E R Summary Report Generated On:5/12/2015 Property Information Folio: 11-3206-013-4610 Property Address: 270 NE 101 ST Owner BILLY SCOGGINS Mailing Address 270 NE 101 ST MIAMI SHORES,FL 33138-2423 Primary Zone 1000 SGL FAMILY-2101-2300 SQ - Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/1/1 Floors 1 Living Units 1 Actual Area 1,888 Sq.Ft Living Area 1,481 Sq.Ft Adjusted Area 1,708 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1941 Taxable Value Information 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $100,500 $100,500 $50,500 Land Value $181,056 $160,546 $123,627 Taxable Value $18,467 $16,709 $64,750 Building Value $115,802 $115,802 $132,184 School Board XF Value $0 $0 $0 Exemption Value $25,500 $25,500 $25,500 Market Value $296,858 $276,348 $255,811 Taxable Value $93,467 $91,709 $89,750 Assessed Value $118,967 $117,209 $115,250 City Exemption Value $50,500 $50,500 $50,500 Benefits Information Taxable Value $68,467 $66,7091 $64,750 Benefit Type 2014 2013 2012 Regional Save Our Homes Assessment $177,891 $159,139 $140,561 Exemption Value $50,500 $50,500 $50,500 Cap Reduction Taxable Value $68,467 $66,709 $64,750 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Senior Homestead Exemption $50,000 $50,000 Previous OR Book- Price Qualification Description Civilian Disability Exemption $500 $500 $500 Sale Page Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 10/01/1976 $45,000 00000- 2008 and prior year sales;Qual by exam Board,City,Regional). 00000 of deed Short Legal Description 1534165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 4&E1/2 LOT 5 BLK 34 LOT SIZE 75.000 X 115 OR-9475 1565 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: AC�® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY)6/2/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sandra LaRue Frank H. Furman, Inc. PHONE (954)943-5050 FAX No:(954)942-6310 1314 East Atlantic Blvd. E-MAIL ADDRESS:sandra@furmaninsurance.com P. 0. BOX 1927 INSURERS AFFORDING COVERAGE NAIC# Pompano Beach FL 33061 INSURERAAmTrust Intl Underwriters Ltd INSURED -INSURER B$rid afield Employers Ins Co (es) 10701 Obenour Roofing Sheet Metal 6 Supply Co INSURERC: 9822 NE 2nd Ave INSURER D: Suite 9 INSURER E: Miami Shores FL 33138 1 INSURER F: COVERAGES CERTIFICATE NUMBER:15-16 GL/WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DDfYYYY1 (MIWDD/YYYYl LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ASCLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED 100,000 PREMISEEa occurrence $ PAL105134001 6/1/2015 6/1/2016 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JEPROCT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Deductible. $ AUTOMOBILE LIABILITY COMBINED INGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAROCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? ❑ NIA A B (Mandatory In NH) 083036966 10/6/2014 10/6/2015 E.L.DISEASE-EA EMPLOYE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Project:Miami Shores Baptist Church. CERTIFICATE HOLDER IS AN ADDITIONAL INSURED FOR GENERAL LIABILITY FOR ONGOING OPERATIONS 6 COMPLETED OPERATIONS AS REQUIRED BY PRIOR WRITTEN CONTRACT 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 10050 NE 2 AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE Dirk DeJong/SL ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 r2014nn • 1 • • ,1 Mir-T7VIs • 1/'••••�■/C 111111 11 C ::1■rC:':Ci'::l■r:i::■C:::■:::C:i'i::: ■ ■r■iC:C:::::::�i ;ausm ce: ■■■■/�::* ■■■E■G ■■■■■r■■ rr/■ ■ i/■■■�i/■/rte/.*■*/■■■■�■1�i ■ "amug■« on a IN rr■///■G�i M/M :f■ : :■1■i� ■/■■/■■■/ ■:■■oral i■.■■ ■�!■ �II::li-In as : ■::: /. c sun E �:::: : :c::cE/c. .ll a roil /■//::mi�■ �� Itt•7■E■/mo■!•/«■■ ■�!� �� : ■ / IU.Sm /::■E:C ■■ /il ■ 14 • ■ ■R•�■/■ ::■• CC ��d : �■■ ■■. C:C■11■:EC. �rll�ain lk.�liOsan 1!m A ■ . ■a■■ ■I i ■ i/■■ ■ .« ■■ :CEC:CC'@CC■.r��►� iG: r�.-. .��.�.C.; ::/.CC: ::: �E:6�: EEc::; E :::C:■::::E:�::::c :�c■oE _ ;;;;��; EcE cm ;;.■ .. ■c�rcc E::C: I ■ :c :amnb E,INc� C ��cc6. C1 ■ C■ G ►rc ■�ECE�/�■ ■�■■ 1� ■CG� C.Ii�...■ .■■ C . 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Minimum Design Wind Pressures,If Applicable (From RAS $27 oRCalchlatibns): P1: S-7� P2: q P3: 2-- .. .... Maximum Design Pressure ••••• From the NOA Specific System), ....: Method of Ute attachment: M •• • Steep Sloped Roof System Description Deck Type: woo el P 14^4 ype Underiaymsnt: Roof Slope: /KT r''t -b * 6® nsulatlon: MIA- Ire Ba er: Ridge Ventilation? astener Type S Spacing: t s ,Gscvs d f, � 4 �q- dhesive Type 13,1,7zic �� ype cap sheet: oof Covering: n � Mean Roof Height: 13 JA7,k F£ C`AY i Type&Size Drip dge: �y 4' 1141V- i Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section E Nile Calculations) For Moment based the systems,choose either Method 1 or L Compared the values for M,with the values from M,.Uthe Mt values are greater than or equal to the Mr .... values,for each area of the root,then the the attachment method is ac"?tabls. ..... Method 1 "M meat Ba Tile Calculations Per RAS 127T.. 00 0 6006:0 -Mg: ��2 .� � .7 9 Note� �� .0090. ,6666.. (Ps:�dJ 7 =X _}9) 6 -Mg: SfR .b NOA W*•�� • 0 0.0 0 000000 60 . 00000 Method 2"Simplified Tile Calculation Per Table BelavO••4' 0 ••6 000000 0 Required Moment of Resistance(M,)From Table Below NOA :,g 0 • 6666.. Required Moment Res[stance* •,,• . Goo 0••••0 .. Root slop. 15' 2D' 25' 30' 4W 4:12 30A 32.2 37.3 &12 nA 30A 3f.6 32A 12 26A B.1 29A NA 25.9 27.1 pEq�EE *Mast be used in conjunction with a list of moment based rile systems endorsed by the Broword County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F'with the values for F,.If the F' values are greater than or equal to the F,values,for each area of the roof,then the tie attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127' (PI:_:1:_-,z w:-_)-W:_:cos 8:_= FrI: NOA F' (P2:l z l:_-_: w:-_)-W:_„-=cos 8: F,2:— NOA F' (P3:_,z l:_-_= w:-__)-W:____..=cos 8:_- Fro:_ NOA F' Where to Obtain Information Deswiption Symbol Where to find Design Passtae P or PTor P3 RAS i l or by an by PE on ASCE 7 Mean Roof Height K Job Site Roof Slope g Job Site NOA Restoring Moment due to Gmvity M NOA Aftwhoient Resistance Mr NOA MomentResiftue tN. Minimum Attmehment Reshame F NOA F, Calculated A Tile W ' NOA A Allw-width alculstiow mud mimed ro id at&C torte of pernit opplicadom O%mces Notification Form H VHZ 2010 SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the own with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed its part of the agreement between the owner and the contractor.* The owner's initial in the designated space 04W 1 cates that the item has been explained. 1. Aesthetics-workmanship: The workmanship provisions of Chaptetol%f?ligh VLloclty I`1i1Mt-,jhc ce arw] 0 Zone) are for the purpose of providing that the roofing system meets the wind resj'�;Wiwater irittiW(li: 00 0 0 0 performance standards. Aesthetics (,appearance) are not a consideration with resx".too wo;Gueaonship pto%!�ion Aesthetic issues such as color or architectural appearance, that are not part of a 06toUji"coda, be0jo 0 jr�jpss( as part of the agreement between the owner and the contractor. 00 00 4, 2. Renailing wood decks: When replacing roofing, the existing 0 0 000000 isting wood ioof-deck &MIAve t(>be • MI Ave In accordance with the current provisions of Chapter 16 (High Velocity OfIti-rrikane ZWU) of tiioe7oldrid Building Code. (The roof deck is usually concealed prior to removing the existing roof's • ystj�,). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roofs ystem and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origin roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordaric with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through (lie interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-I icensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's/Agent's Signature: dzz<� C). Date: Contractor's Signature: 1 Permit Number: Property Address: llekM 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.gov/pera 0.0.0.0 Santafe Tile Corporation • .. 8825 NW 95'h Street 0000• Medley, FL 33178 0000.. 0000:. 0000.. 0000.. SCOPE: 0000.. 0000 I0000. This NOA is being issued under the applicable rules and regulations governing the use of cQ;8 >lction terials. The:.:..' documentation submitted has been reviewed and accepted by Miami-Dade County PERA--rogwc*t Con:rol Section too 0 0: be used in Miami Dade County and other areas where allowed by the Authority Having JurjsdignQn(AHJ).• •0 . 6 . . 006..0 0000.. This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Prptljict Control Section 0 0 0 0: (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve tlte'right to hate 2nt ' 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: Santafe Spanish `S' Clay 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 manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This replaces NOA# 10-1005.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0210.01 MIAMI•DADE COUNTY Expiration Date: 02/01/16 c®� Approval Date: 0 /31 pp 5 /12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood •... . . 0000 0000.. 1. SCOPE ••• • This approves a roofing system using Santa Fe"Santafe `S"Clay Roof Tile,as manufactured by Ladridlera Santafe S.A. in Bogota,Colombia and distributed by Santafe Tile Corporation as descri6ed describedin Section2 of this: Notice of Acceptance. For locations where the pressure requirements,as determined by ttpplicablt Building 0 0.0 Code does not exceed the design pressure values obtained by calculations in compliatic'W01 RAS 127 using tfie values listed in section 4 herein. The attachment calculations shall be done as a moment based system. • 000000 000 . . 0 0 0000.. 2. PRODUCT DESCRIPTION 0 0 0 0 0 0 0 0 0 .00000 .. . 00 0 0 Manufactured by Test Product 0 0• .. Applicant Dimensions Specifications Description Santafe `S' Clay Roof L= 18" TAS 112 One piece high profile clay roof tile equipped with Tile W= 11.1" two nail holes. For nail-on, mortar set and adhesive set applications. Trim Pieces 1 =varies TAS 112 Accessory trim,clay roof pieces for use at hips, w=varies rakes,ridges and valley terminations. Manufactured varying thickness for each tile profile. 2.1 MANUFACTURING LOCATION 1. Bogota,Colombia 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 The Center for Applied Engineering,Inc. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineering,Inc. Project: 07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail-On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 &TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails MIAMI•DADE COUNTYM NOA No.: 12-0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 2 of 5 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 063 1-01 PA 108 ••Jw1'y, 1994 (Mortar Syt) •••• •••••• Celotex Corporation Testing Services 520305-01 thru 05 PA 102,..... JhnE 1999,...;• IBA Consultants,Inc. 2353-4 Restoring MdttithtAug. 199SC....: PRI Asphalt Technologies,Inc. SFTC-003-02-01 TAS 101....' :"121106/02..... IBA Consultants,Inc. 2353-70 TAS 101':0*: :'.09/22/03" .. .. . .. ...... IBA Consultants,Inc. 2353-71 TAS 103..... 99/22/03 . IBA Consultants,Inc. 2353-93 ASTM C 1167 :--@1/618/05"":: . 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 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (I x w ) Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w (ft) Santafe'S' 6.7 1.5 0.958 NOA No.: 12-0210.01 MIAMI-DAD'COUNTY Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 3 of 5 Table 2: Aerodynamic Multiplyers—X(ft ) Tile a, (ft) (ft) Profile Batten Application Direct Deck Santafe'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - M9 (ft-IbQ •....' ... .. Tile 2":12" 3":12" 4":12" 5":12" 6".'12" V.112" or Profilereater Battens Direct Battens Direct Battens Direct Battens Direct Batterls• Direct •Battens Dirrtt' •; Deck Deck Deck Deck Deck •••••• Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 5. • .. .. . .. ...... Table 4: Attachment Resistance Expressed as a Moment - M=("f) for Nail-On Systems • • ; ;� ••• •• Tile Profile Fastener Type Direct DeckB •' Mens .... . Santafe'S' 2-10d Ring Shank Nails 21.8 '..`N One#8 Screw 29.16 N/A Two#8 Screws 38.28 N/A One#8 Screw w/Clip 57.31 N/A Two#8 Screws w/Clip 57.60 61.77 1. Approved screws as noted'Product manufactured by others'. 2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe 'S' Tile Bond 38.9 Polyfoarn Polypro AH 160TM 28.5 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc.Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc.Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Santafe'S' Polyfoam PolyproAH 160 T^° 63.8 Pol oam Pol ro AH 160 T^^ 61.9 5 Paddyplacement of 63 rams of Pol ro AH 160 TM 6 Paddy placement of 24 grams of Polypro AH 160 TM Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Santafe 'S' Mortar Set 23.6 NOA No.: 12-0210.01 MIAMI•DAD6COUNTY Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 4 of 5 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami-Dade County Product Control Approved". SANTA FE TM MADE IN COLOMiBlk"' ••••:• ...... .. . ...... LABEL FOR SANTA FE SPANISH"S" CLAY ROOF TILE •••••• • 6. BUILDING PERMIT REQUIREMENTS •••• ••••• 6.1 Application for building permit shall be accompanied by copies of the following' •' "• •••••• 6.1.1 This Notice of Acceptance. '• 6.1.2 Any other documents required by the Building Official or applicable bioildini code ;rel(-to ,• • properly evaluate the installation of this system. 0 609 •••••" PROFILE DRAWING When using one screw use this hole. 18" O 11.1" "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE MIAMFDADE COUNTY NOA No.: 12-0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 5 of 5 AM MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.$ov/economy 3M Company "0000* 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 ofc4na?tctiorihi` eilals. The...• documentation submitted has been reviewed and accepted by Miami-Dade County RER-PwductiControbSeotion to.be:..' used in Miami Dade County and other areas where allowed by the Authority Having Jurisdietioe(AHJ).:000004 0 ••` •••• • This NOA shall not be valid after the expiration date stated below. The Miami-Dade Coulty Product Control Section•.:. (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have Mis`prodw c�• or material tested for quality assurance purposes. If this product or material fails to perform iri4eaccepled miner,tie • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or st?*enrl 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: 3Mrm 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. NOA No.: 14-0805.01 MIA Fjju ;COUNTY Expiration Date: 05/10/17 4"100w# Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained 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 3M'fm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 ••`• . . .... ...... Foam Dispenser N/A Dispensing Equipmeni6.' : . 6.. 00 RTF1000 669.66 •• • •0000' ProPack®30& 100 N/A Dispensing q p Equipment.merit.••6.6 6 ... �....� .... . ..... PRODUCTS MANUFACTURED BY OTHERS: 00:00 0 0 0• 6• ••... . . .. .. . .. ...... Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current Nj A"Zich list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. **6909 • . : • go MANUFACTURING LOCATION: 6 • 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 0 0 0 +6.0%Volume Chane 158 F. 100%Humidity,2 Change @ h', weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 14-0805.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 �Fjams 1:3=1) Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency 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 Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03114/.96 P36700.04.12 ASTM D 1623 44,/1!8�1'l •••••• P39740.02.12 TAS 101 •••• 0�2 t#l� • TAS 123 see:** " • Celotex Corp. Testing Services 528454-2-1 TAS 101 ." 1b113/�8 • 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. 3MTM 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. NOA No.: 14-0805.01 MIAMI•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B) 0000 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dile eraser RTF 1 W or •••, • ProPack®30& 100 dispensing equipment only. • • ' • 0000.. 00 0 0 0 0 0 0 0 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanerrtft yc sunlight. • ;0 0.0, 0000 8. Tiles must be adhered in freshly applied adhesive. Tile must beset within Ito 2 minute$aIt*f 3MT4 Tt••- Component Foam Roof Tile Adhesive AH-160 has been dispensed. • 0000.. .. . 0000. . 0 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty,Nefght shall•be in* ••••:• accordance with the'Placement Details' herein. Each generic tile profile requires the sjecrrcaplacement noted •••0 0• herein. 0 ::0666 0 . 000. 0 . 00 . 0 000 0 0 00 0 NOA No.: 14-0805.01 MIAMNAweeoUNTY Expiration Date: 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 o •434 granTvinder pan•• 0:- .. . • • • 006:6 0 00 LABELING: 0::::o • All approved products listed herein shall be labeled and shall bear the imprint or identifiable mal'Kil g of the .0... . manufacturer's name or logo and following statement: Miami-Dade County Product Control dppro+aed or the�vliami-•900:0 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. NOA No.: 14-0805.01 MIAM•DADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL#2 i« ++�� parr��wn�alAT�a� Flat/Low Profile Tile Cwt required) 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2) —23 (148.4 cm2)square inch adhesive contact with the 04 „� �r - underside of the tile. iv a 2. At the second course,apply a minimum 2"(50.8mm) Ioi '_ � Fara x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the �y underlayment positioned as shown under the ywa strengthening rib closest to the overlock of the tile Fwa c)awr•,__ being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12 (77.4 cm2)square inch aMe's%e contact with the underside bf the tile. ••• • ...... .. . ...... Nail threogh plastic cemero Medium Profile/Double Pan Tile. 4"►vita requi€ed) aa..a• �aa•a• ••.aa Paddy 111" ahlilal 1. Starting at the eave course, pP17p mingnyrrr�,"(50.8'••• mm)x 10"(254 mm)x 1"(25.4"m)foam paddy onto the underlayment pos4ibItMas shown under the • pan portion of the tile closet to the ove;eek 4 the ,••�• tile being set. Insure appromimately 17(1 Q9e7aym2)—;•••• z in. 23 (148.4 cm2)square inch adhesive coiftgr.Yw2th the underside of the tile. 2. At the second course, apply a minimum 2"(50.8mm) 1° �" x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ,.: C16*W0 underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MIAMI•DAD;COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) " da'•" ' 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 d pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— �2Irk. � r �: 23 (148.4 cm2)square inch adhesive contact with the a.`e°"s optional " •� twn underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) 'i �;� ■„�;. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the " ,X w+•ahou underlayment positioned as shown under the pan loan. 2 in. portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approrftaNy 17" (109.7 cm2)- 19(122.6 cn�)sgtlare inch t&fesive ••••:• contact with the underside ofthe tile. .• :•: •• ...... .. . ...... •••••• .... . ..... ...... :go . . ..... .. .. . .. ...... . . . . ...... NOA No.: 14-0805.01 MuuiNDAoeCOUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile t)place enough adhesive to achieve 65 to 70 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 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as T 1 In.from outside edge o20to tile. shown under two adjacent an tiles. Support eave Then install the tile.Ensure 20 to � I� pP 2S sq in.contact area. Q tiles from rocking until adhesive has a chance to Underlayment cure. n 2. Continue in same manner bringing two pan 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. Eave closure (motar shown) 3. Turn covers upside down exposin 41i!®tinderside Weephole Fascia Board of the tile. Apply a minimum I"(15.4"m)x 10 ''••;• (254 mm)bead of adhesive directlyaottft inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the t0b8r tile. Leave ••••0• pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. • • . approximately 3/4"(1'IrSimj to 1"(2574 mm) •••••• Two Piece Barrel-High Profile Tile from the outside edge-SA e tile, itiwrird•,free oz.... foam to allow for expjQsippi ' . . .. .. . 00 ...... 4. Turn cover tile over atter:foam is applied and •• place onto pan tile cot6e'*Ir;ure antlrlimum ofk••••• 20(129 cm2)-25(161;.3 cent;) squaYe inch ;....: contact area on each si&of fie coyer dfe to the* pan tile. Continue in same manner. freim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 CMIAMMADE COUNTY s Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 MtAM 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.mismidade.gov/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 W latteptance, 9060 if it is determined by Miami-Dade County Product Control Section that this product or material.fails to meet the go requirements of the applicable building code. • This product is approved as described herein, and has been designed to comply with the Florij:$yilding Code including the High Velocity Hurricane Zone of the Florida Building Code. 0000 0 •••• 0000.. •••• • 0000. DESCRIPTION: Polyglass Polystick Underlayments 0*:**: :•0 •• ••••• •• •• • •• 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,V itY3 sate and following •...:• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.• ;••••• . 0000.. •• . • ••• 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 revises NOA#12-0713.02 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. MIAMhDu4DE CNOA No.: 14-0717.08 COUNTY �� ,••.. � Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: 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 65'8"x 3'3-'/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 #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,ropf1fle,.slate tiles and shingle undeQay0ent. ""•` ranular/sand t Polystick IR-Xe Roll: ASTM D 1970 A fine g 4B••••••.ace self-a her- ••••• ,sAt d g, . . Manufacturing Location 65' x 3'33/8" APP polymer modifred,.ilberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material 4for use ag ari•• ••••• 60 mils thick underlayment in slopedvVe5f pssernthps'• ••'••• Designed as an ice&ratn Shield. '"••• Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhermg,*lea�-• •••• (Surface Printing) 65' x 3'3-'/8" D 1970 fiber/polyester reinforogd wa: erprootn$•• Manufacturing Location 80 mils thick membrane. Designed as a metal rooW a$d 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 3'3-'/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 A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3 3/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. - NOA No.: 14-0717.08 ruarraar�necou� Expiration Date: 09/13/16 Approval Date: 01/22/15 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 the underlayment systems. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report • J&fe •••..• Trinity I ERD P 10870.09.08-R 1 TAS 103 •••• .t2MO8 00 P10870.04.09 TAS 103/ASTM D4798&f; 5r 64/13909 '90.0. P33360.06.10 ASTM D1970 """ 07/bl/10 .....0 P33370.03.11 TAS 103 • ;(13/02111 P33370.04.11 ASTM D 1623 ...... A4/26/1 I 00:00' P36900.09.11 TAS 103/ASTM D4798&W S5.' :0 /04711 .... •• P37300.10.11 TAS 110/ASTM D4798 &D14-0o 10/49/11 •. P40390. 08.12-1 TAS 103 &TAS 110 • LNQ9412 P40390.08.12-2 ASTM D 1623 *08/07/12 •••• P40390.10.12 ASTM D 1970 �• •1.0j@1V2 • 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 DX231)813 TAS 103/ASTM D4798 &G155 02/18/10 DX23D8A TAS 103/ASTM D4798 &G155 02/18/10 MIAMI•DADE COUNTY NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 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 Il 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 menlra -self- aafigr fid. • 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 r*"iL*num 4".he;4lap. (fq •••; base sheet only) •••••• .... . ..... Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal lal?s'$dd IninimMu 6 .verticar (Optional) laps. •• •• •• •••••• . . Membrane: Polystick TU Plus,self-adhered. ...... ....% Surfacing: See General Limitations Below. 0 0 :....: •• . . ... MIAMI•a4DE COUNTY NOA No.: 14-0717.08 • • Expiration Date: 09/13/16 Approval Date: 01/22/15 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-'/z"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. S. 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 Prq mai ye used in asphaltic shingles,wood shakes and shingles,non-structural metal roofing,roof til@ syztlems and tlla'afry slate***':* roof assemblies. Polystick TU P may be used in all the previous assemblies listed excep!metal roofing.: • Polystick IR-Xe maybe used in all the previous assemblies listed except metal roofingx Zoof the systems. • Polystick TU Max maybe used in non-structural metal roofing and roof tile systems. 4a5,toflex S6 G&lay be:"": used in roof the 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. Tlivdeok shall be•free of •, irregularities. •••••• 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over;.Wt dxisting.ropf. 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. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P I Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A N/A N/A 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. NOA No.: 14-0717.08 CLUVOIJ211 •DADE COUN TY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 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 _F 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 0000 • Battens shall be used for stagging of flat tiles above 5:12 •••••• •••••• Slope •• ••• • 0000.. 0000.. 0000 0000.. 0000 . 0000. 000099 00 90900 .. .. . .. 0000.. 0000.. . . . . 999999 0000.. . . .0009. 99 . 9 999 dJ 99 9 4 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. MIAMI•DADE COUNTY NOA No.: 14-0717.08 n4=1 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 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. . ......... Rooting files Yr (6 Max. Per Stack) m 1Z b y ' O � N �.. id of heck prepared Wath i POLYbMCKTU Plus 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 manugcy>:er's name orjogo, cgj•.. and state of manufacturing facility and the following statement: "Miami-Dade County PtQduCt Contrb?lVproved:.•. or the Miami-Dade County Product Control Seal as shown below. *00000 .. • •.:•.' 000*09 6990 ...... MIAMI•DADE COUNTY • • • • •••••• BUILDING PERMIT REQUIREMENTS: 00 0 0 000 0 • • • •• • 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.: 14-0717.08 MIAMEDADECOUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 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. .... •� 0 6 0 0 •9. Repair of Polystick membranes is to be accomplished b applying Polyglass PolYPlus�.5PremiumVo�14ed 0 Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,XtraFlex 50 Preqyum MC(lifitd; 0.00:0 Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,fdlowed by a patch of the... Polystick material of like kind should be set and hand rolled in place over the area neec�xg such rer4ij.ratching • membrane shall be a minimum of 6 inches in either direction. The repair should be insta it in sudh away so that water will run parallel to or over the top of all laps of the patch. """ . .. .. . .. 0000.. 10. All self-adhered membranes must be rolled to ensure full contact with approved substratas*Polyglass requires a •• minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acqepJ4t1.e for 0008:0 rolling of patches or small areas of the roof. Brooming may be used where slope prohjbitsfgiling.• :0000: 11. All approved substrates should be dry,clean and properly prepared,before any application of Poly?tiok' 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. MIAMFDADE CNOA No.: 14-0717.08 �rjOUNTY •• e � Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 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 006.. . :0:4 see*:* 00 • . . • 0000•• • • • • • 0000•• ••••f• •• • 0000• ', • MIAMI•DADE COUNTY NOA No.: 14-0717.08 • Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 MORES Miami shores Village Iso ..... Building Department 10050 N.E.2nd Avenue °NTS' E Itt b Miami Shores, Florida 33138 �LORiDp' Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 , 1 Re: Owner's Name: I I l Property Address: a� 1 rC Roofing Permit Number: Dear Building Official: •.•• I certify that I am not required to retrofit the roof to waltgonnecthWof my ••••:• building becaus . • •••••• •• • •••••• • ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.0a'.Rlease attach proof of Hogg: .... . ..... valorem taxation. ...... .. ..:..• • • . . • ❑ The building was constructed in compliance with the provisions of the Florida Building Code Fg0J9r with the provisions go • • of 1994 edition of the South Florida Building Code(1994 SFBC) 00.9% Signature Print me JJ 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 1l day of t)otjrPublic.State of Florida :,?nrtra Cee Hart Notary Public, Sate of Florida at Large ° Ex Canm121/2ion 17 010644 zpires 0412 1/2017 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009