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RF-13-690
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 188819 Permit Number: RF -4 -13 -690 Inspection Date: May 31, 2013 Inspector: Bruhn, Norman Owner: GOTERA, MARCELA Job Address: 9200 NW 2 Avenue Miami Shores, FL Project: <NONE> Contractor: AAA CONSTRUCTION RESTORATION SERVICES Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Fiat Phone Number (305)751 -2225 Parcel Number 1131010331210 Phone: (305)303 -8342 Building Department Comments RE -ROOF TILE AND FLAT Infractlo Passed Comments INSPECTOR COMMENTS True Passe • Inspector Comments •_ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 31, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 RE: Permit # Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT 1 US tJ D. Prraoir S'o (Print name and circle License Type) License #: C, G C. / ' Z- 6/7 In On or about 0 5- 4 c 0-0(3 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: /220/". licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 47 00 N vJ cQr EAJ ) C (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Jo- Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this k day of *409 /3 Notary Public, Sate of Florida at Large adoo °"4P Notary Public State of Florida Pedro A Godoy if My Commission EE084764 woe Expires 06/30/2015 'General, Building, Residential, or Roofing Contractors or any ind lydual 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 nspection Revised on 5/21/2009 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor A.GSTARROOFING Job Address 9200 NW 2 AVE MIAMI SHORES FL Owner's Name MARCELA GOTERA AND CARLOS GOMEZ Type of Tile FLAT 13" Permit # C <[ f3 (cv Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 20 ft 2 Required Testing Force 35/bs Date Tested 5/22/2013 Number of Tests 57 Testing Equipment: F.G.E. 100 Contact Name PEDRO VASsI/EZ Phone # (786) 2533018 LOCATION # OF TEST PASS # OF TEST FAIL Corner 7 Tests " Pass 0 Tests E Fail Perimeter 8 Tests '' Pass 0 Tests 111 Fail Field 30 Tests „ Pass 0 Tests I. Fall Ridge 12 Tests b1 Pass 0 Tests 1■ Fail Total 57 Testa " Pass 0 Tests . Fall IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. YE T. EYVA P.E. # 67416 7066 SW 44th Street Miami, FI 33155 N Telephone (786)326 -9877 Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a lroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor AG STAR ROOFING Permit # Job Address 9200 NW2AVEMIAMISHORESFL Owner's Name MARCELA GOTERA AND CARLOS GOMEZ Type of Tile FLAT13" Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 20 ft 2 Required Testing Force 35/bs Date Tested 5/22/2013 Number of Tests 57 Testing Equipment: F.G.E. 100 Contact Name PEDRO VASQUEZ Phone # (786) 253 -3018 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, Fl 33155 N Telephone (786) 326 -9877 « Fax (305) 485 -9011 0,e3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: ! 0v Al a) =OWEN MAY 17 2013 0 o cc000c�omanoraa000 Permit No. rig '7 4 q ) Master Permit No. (Rr 11-13-690 Md Abtt, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: ROOFING OWNER: Name (Fee Simple Titleholder : Address: Q l ®o /AI %ham, an4 City: /(0J PhonetINV 3S �./State: Zip: 33/5t) Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A'4 M (2 XZ1fcIOrPhone#! Address: / %!O ilVP t u �l // �`1 /tr / ✓ 7 City: ,�► � � �` " °S : te: Qualifier Name: ` `'T`° J .SOA/ ► -:fir State Certifica • Contact DESIG zip: 3 3 t.S Phone #: 2 Certifi ate Competency #: ngmeer: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition DAlteration New DRepair/Replace Description of Work: A.1017 C9d° DDemolition /0" Color thru tile: 14) h, LC- ***************************************Fees******************************************** *************** **+x******** * * ***+x****** *F * **** *** * * * * ******* ************* ** ******** Submittal Fee $ Permit Fee $ j7 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ f 1 TOTAL FEE NOW DUE $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A }'rIDAVIT: 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 is the -absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature rA,' '0 17 Owner or "gent The foregoing instrument was acknowledged before me this 11 day of ,Li ar f , 20 .� , by CL.e4 6 LC -C q„ tf 2- , who is personal y known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commis 4 Notary P '•lic Sta .f r "loads Pedro A odoy My Commission : E084764 Expires 06/30/20 5 * *** * * * *** * * * *: ,k,* ** ******** ********* APPROVED Signatur R — Contractor The foregoing instrument was acknowledged before me thi ,201),by ` ;i'N who is personally ... own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co T pNalry Public State of Flail Pedro A Godoy My Commission EE084764 f o Expires 06/30/2015 * * * * * * * * * * * * * * * * * * * * * * ** * ` * **** ** ************* ** *** Y Plans Examiner Structural Review evised 07 /10/07)(Revised 06/10t2009)(Revised 3/15/09) (Revised 3/12/101a) Zoning Clerk s r Florida Building Code Edition 2007 High Velocity Hurricane Zone Un form Permit Application Form Section D (Steep Sloped Roof Svstemi Root System Manufacturer: f6D-rbd POOS1 ) Notice of Acceptance Number: 11.).-- c - 63 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 7P Zo P2: / 3.2X P3: 3.4G.? u r ign Pressure the , • S .: ific s Steep Sloped Roof System Description 3D T-e)14- ■tee - TO COMPLIANCE WITH ALL FEDERAL 'ID CO;INTY RULES AND REGULATIONS Lu ,,,,, BY ,.. a. 6!_J , Ct uiiii 1 —�n _ OA. stoner Type & Spacing: .5 m:4 15/2 "-liv 9 UU A$ hal4-5 -&610 ?cwiptr Mean Roof Height: 1 ON ,c0Qa- ► k Type & Size Drip Edge: 123_01-48 12/09 PAGE 4 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M tL If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Cale i4lio�ns Per RAS 127" (pt � ( z 0,5 (3 m / R3 ) -Mg: C�.0 3 = Mr NOA Mt `y2PUO z91.O3 /3m? %,3 /)- Mg:gpt73 = 3.22 NOA Mt (4 II (p3./ '7 O. 3(313! / )- Mg:R4 3 = ®23 NOA Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mt Mr Required Moment Resistance Mean Roof Height — Roof slope l 2:12 15' 20' 25' 30' 40' 34.4 30.5 382 39.7 422 3:12 4:12 322 303 34A 322 35.0 33.8 373 35.1 39.8 37.3 5:12 28A 30.1 31.5 32.8 34.9 9:12 283 28.0 2.4 30.5 32A 7:12 24.4 259 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater than or equal to the Fr values, for each area•of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI : z 1: = z w: = ) — W: z cos 6: = Fa: NOA F' (P2 : z 1: = z w: = ) — W: z cos g: = Fa: NOA F' (P3: z 1: = z w: = ) — W: z etas 9: = FrB: NOA F Where to Obtain Information Description DeaiimPressure Symbol P1 or P2 or P3 Where to find RAS 127 Table 1 or byan engineesing analysis prepared by PE basedonASCE 7 Mean Roof EEigl t Roof Slope Job Site 0 Job Site Aetodynamic Restoring Moment due to Gravity Attachinent Resistance Required Moment Resistance Minimum Attachment Resistance NOA M NOA Mt NOA Calculated NOA Requited Uplift Rice A Tit Weil Fr Calculated v e Tile Dimensions w NOA 1= length w= width NOA All calculations must be submitted to the Building Official atthe time ofpermit application. 123_01 -48 12/09 PAGE 5 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steen Sloped Roof System) Roof System Manufacturer: N • tice of Acceptance Number: Minim m Design Wind Pressures, If Appli P1: P2: le (From RAS 127 or Calculations): P3: Maximum ' =' ign Pressure (From the NO Specific System): Method of tile atta • ment: Roof Slope: :12 Steep Slop d - oof System Description Deck Type: ype Un ayment: n = ulation: Fire Barrier: Ridge Ventilation? astenerType & Spacing: dhesive Type: Mean R . f Height: ype Cap Sheet: oof Covering: Type & Size Drip Edge: 123_01 -48 12/09 PAGE 4 S DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www,miamidade.aov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07- 0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofmg Sub - Category: Roofmg Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile 1- 5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, 1- 9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI•DADE COUNTY APPROVED Test Identifier 7161 -03 Appendix III 94 -084 94 -060A concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Date Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Dec. 1991 May 1994 March, 1994 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MIAMI DADE COUNTY APPROVED 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. Evaluation 25 -7183 Calculations Evaluation Aerodynamic Multipliers Calculations Calculations Two Patty Adhesive Set System Evaluation Restoring Moments Due to Calculations Gravity 130 TAS 112 March 1995 January 2007 April 1999 February 2007 January 2007 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile 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 -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - A, (ft3) Tile X (ft3) ). (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.31 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. MIAMI-DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProM 118.93 Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProT"'. 4 Medium paddy placement of 24 grams of PolyProT"". Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.95 5. Tile -Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 1' NAIL HOLES PROFILE DRAWING 17" WATERLOCK 13" SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) 1 5132 " (slate) 1 9/32 " (shake) OVERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 1' MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) MIAMIDADE COUNTY APPROVED END OF THIS ACCEPTANCE NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 In (,9'� �� f -1/1 j FBC 201h BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: (1 ADO VS 944 Pc\I Q ��1Qi t Rkavv , • 'O - S. -f• Miami Dade Zip: '20 ' 15 0 City: Miami Shores County: Folio/Parcel #: (1 ' 310 ( - 0 ® Is the Building Historically Designated: Yes NO 54- Flood Zone: OWNER: Name (Fee Simple Titleholder): IANP---C'. L i\ Phone# ? 9 -00 7\ � . Address: City: t cm`; Tenant/Lessee Name: Email: l'iVAA State: ISO Phone#: 5 914it0 ��.c��.. /� �+ %� SIT to s� %�' pceS- CONTRACTOR: Company Name: (1ll ■ � 6, " 45 1 i C I l O /�' �� Phone#: aj�%S pi 6 �� -fD Address: 11 [ b-i 6 • D i x (/ l i" '' 1, City: _ Q State: 1 zip: �ilS 6 Qualifier Name: 2°5 Q t� P • �i% Y3O Phone#: 1 b F 3. Z 12. ®� State Certification or Registration #: c c 6 (32- q 7 E 9 Certificate of Competency #: Contact Phone#: 18'6490 $021 • ,Em it Address: t )(€ I C X14 4 %33 ° c /v DESIGNER: Architect/Engineer: /A Phone#: Value of Work for this Permit: $ (1 /50 ' O Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration Description of Work: jr ❑Demolition ❑Ne ❑R air�a�t Z.1 ` Doll 'Color thru tile: w4'r ' ` "r/ i% * *** ** *+x* ***k********w*** * * ***** **4***Fees* * **+k**w*+ *** * *** FAQ** **M****** **** *****M**** Submittal Fee $ � 1 v"" Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ li`'' Bonding Company's Name (if applicable) Bonding Company's Address City State Zip i 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A} HDAVIT: 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 beved and a reinspection fee will be charged. Signature 1 °' Owner or Agent The foregoing instrument was acknowledged before me this day of Ap_1_, 20t1 , by Alaimo 14 li who i e onall known to me or who has produced As identification and who did take an oath. Signature vs-r,l.J q AA)„Dp PSm(N) Contractor �A The foregoing instrument was acknowledged before me this h , day of f ✓i I , 20 i> by ��`� D. fl 4(50/u who • personally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOT Sign: Print: My Co s ion Expires: s< ° °****s<° .' * + s **w*w*to*+ *** *w**** n. ***********°+ s****w***s.***rtt **** PUBLIC: a91 • o Y ov ° E Public State of Florida ommission EE084764 06/3012015 Sign: Print: My Co APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) �RV5�o4 Notary Public o Florida z° f'„ 4;544. A OdOy My Commission EE084764 Expires 06130/2015 m Zoning Clerk AAA Construction Restoration Services 10925 SW 129th Terr Miami, F133176 aaasrs.com Name / Address MARCELA GOTER 9200 NW 2 Ave Miami Shores FL Estimate Date Estimate # 3/25/2013 212666 Certified Building Contractor #CBC1251797 Certified Roofing Contractor #CCC1329749 Certified Mold Remediator #MRSR540 Certified Lead Paint Renovator EPA Contact Dustin Anderson 305 - 256 -4886 Page 1 Project Description Qty Rate Total TILE ROOF: Remove and dispose of existing shingles, metal drip 26 550.00 14,300.00 edge, and flashing. Replace any damaged roof decking up to 96 sq. ft. and any damaged fascia up to 12 1.f. Re -nail decking to Miami -Dade code. Install new base sheet and install new flashing and drip edge. Hot mop new cap sheet and back nail. Install new tile roof with large patty foam. All work to follow the Florida Building code and Miami -Dade high velocity wind zone codes. Price is for a standard S or flat concrete tile. FLAT ROOF: Remove and dispose of existing roofing materials, 8 375.00 3,000.00 metal drip edge, and flashing. Replace any damaged roof decking up to 32 sq. ft. and any damaged fascia up to 121.£ Re -nail decking to Miami -Dade code. Install new 751b base sheet tin capped and install new flashing and drip edge. Hot mop 4 PLY and new mineral cap sheet. All work to follow the Florida Building code and Miami -Dade high velocity wind zone codes. permits inspection plans 450.00 450.00 9 es T--a Total Page 1 ACCORD- .-- CERTIFICATE OF LIABILITY INSURANCE DATEt4MIOO/YYY1� 04/08!13 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 POUCIES 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 condlUons 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 Insure Brite I 7886 W. Hagler St. Miami, FL 33144 Phone (305)264.0170 FaX (305)266 -7333 CONTACT NAME: MIL. ExtI: (305)264-0170 Ar . No): (305)266-7333 -MAIL commercial @insurebrite.com INSURERS) AFFORDING COVERAGE NANC S ISURERA: CASTLEPOINT FLORIDA INSURANCE INSURED Dade Home Inspections, Corp Broward Home Inspections, Corp dba AAA Construction Restoration Services 11767 S. Dude Hwy Suite 114 Miami, FL 33156 INSURER B INSURER C : EACH OCCURRENCE INSURER D : DAMAGE TO RENTED PREMISES (Ea occurrence) INSURER E : • COMMERCIAL GENERAL LL .BLnY INSURER F : MED EXP (My one person COVERAGES CERTIFICATE NUMBER: 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 POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED CLAIMS. 'LTR TYPE OF INSURANCE INSR WYD POLICY NUMBER yBEYFFPAID t PoMgDnX ) �yyEp (NN J ?() LILTS GENERAL LIABILITY • EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ • COMMERCIAL GENERAL LL .BLnY II II CLAIMS -MADE • OCCUR • MED EXP (My one person $ PERSONAL & ADV INJURY $ • GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: • POLICY • J L • LOC PRODUCTS -COMP/OP AGG $ $ AUTOMOBILE LJABIUTY ElacclIWNGLE LIMT $ a ANY AUTO ❑ la. UTOWNED • AL HEDULED BODILY OJJURY (Per person) $ $ • HIRED AUTOS • AUTOS NED pBROOoEYRI7NJJU�RY(Peraccident) (Per a�i RAMAGE $ • ❑ $ II UMBRELLA UAB • OCCUR • EXCESS LIAR • CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ • DED ❑ RETENTIONS $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIErOR/PARTNER/EXECUTNE NIA WCP761124400 06/14/2012 06/14/2013 5 WC STATU- • ER TORY LIMITS E.L. EACH ACCIDENT $ 1 00,000.00 OFFICER/MEMBER EXCLUDED? ( Mandatory In NH) N EL. DISEASE - EA EMPLOYE $ 100,000.00 ff yyeess describe under DESG�RO'TbN OF OPERATIONS glow EL DISEASE - POLICY LIMIT $ 500,0.00 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) HOME INSPECTIONS CERTIFICATE HOLDER CANCELLATION 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE !4,4„;........ ' -- ip. ACORD 25 (2010 /05) QF ©1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD C. COM'l i CERTIFICATE OF LIABILITY INSURANCE DATE(MMiDD/YYYY) 04/08/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY MD 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 pollcy(tes) 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 Gil & Associates Insurance 9485 S.w 72 St Suite A -120 Miami, FL 33173 Phone (305)279 -7685 Fax (305)279 -9705 CONTACT NAME: PHONE FAX (A/C. No. Ext): (305)279-7665 uvC, No): (305)279 -9705 ADDRESS: dgil@gilinsurance.com INSURER(S) AFFORDING COVERAGE NAIL 0 INSURER A : JAMES RIVER INSURANCE COMPANY INSURED Broward Home Inspections Corp dba/ AAA Construction and Restoration Service 9655 S Dbde Hwy #106 Miami, FL 33156- (305) 378 -2312 INSURER B : 03/08/2013 INSURER C : EACH OCCURRENCE INSURER D : PREMISES (Ea RENTED INSURER E : MED EXP (Any one person) INSURER F : PERSONAL & ADV INJURY CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE USTED 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. UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE SR SWVD POLICY NUMBER (MO1JM/DDNYYY) (MMIDDIYYYY) LIMITS A GENERAL LIABILITY ►7% COMMERCIAL GENERAL UABIUTY 11 • CLAIMS -MADE n OCCUR 00056904 -0 03/08/2013 03/08 /2014 EACH OCCURRENCE $ 1,000,000.00 PREMISES (Ea RENTED $ 50,000.00 MED EXP (Any one person) $ 0.00 PERSONAL & ADV INJURY $ 1,000,000.00 II GENERAL AGGREGATE $ 2,000,000.00 GENII AGGREGATE UMITAPPUES PER: • POUCY • !' • LOC PRODUCTS - COMP /OP AGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY • ANY AUTO 0 ALLOO$WNED ■ SCHEDULED • HIRED AUTOS • A AWNED • MI COMBINED SINGLE LIMIT Oaccident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ POPERTTYY DAMAGE R (Per PERT Iltl $ $ • UMBRELLA LIAR • OCCUR • EXCESS LIAR • CLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ • DEO • RETENTION $ $ ,' WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR /PARTNER/EXECUTIVE N 1 A • TW'ORY AT • ER EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) ayes describe under DESCRIPTION OF OPERATIONS below EL DISEASE - EA EMPLOYE $ E.L DISEASE - POUCY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Add tonal Remarks Schedule, It more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 N.E. 2nd Ave Miami Shores, Fl (33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) QF © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND' PROFESSIONAL REGULATION y CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ANDERSON, DUSTIN DRAKE AAA CONSTRUCTION RESTORATION SERVICES 10925 SW 129TH TERR MIAMI FL 33176 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myflorldallcense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK PATENTED PAPER BATCH NUMBER STATE OF FLORIDA DEPARTMENT•OF BUSINESS AND.PROFESS,XONAL REGULATION CONSTRUCTION INDUSTRY ±ICENSING 'BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 ANDERSON, DUSTIN DRAKE AAA CONSTRUCTION RESTORATION SERVICES 10925 SW 129TH TERR MIAMI FL 33176 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE THIS DOCUMENT HAS A COLORED BACKGROUND • MICROPRINTING • LINEMARK` ' PATENTED PAPER DATE BATCH NUMBER OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING STTE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. Re: Owner's Name Property Address fr-6 Vi 110 q6JJ Ave Y-/ 3 - 9v Roofing Permit Number Dear Building Official: I --)1/4 S certify that 1 am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. UThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC) Signature of Property Owner ci\- S € k 2_ Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and s bscribed fore me this / day % (SEAL)�J=e N`•�'EA MMIISSSIONEE192081 Pi' % ^ EXPIRES: APR, 24, 2016 ey° rnn � WY /.EiAF NOTARY.cOm y P ,20/ 5 Personally known or Produced Identification When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. Property Information: Folio 11 -3101 -033 -1210 Property Address 9200 NW 2 AVE Owner Name(s) MARCELA GOTERA CARLOS GOMEZ Exemption/Taxable Mailing Address 9200 NW 2 AVE MIAMI SHORES FL 33160 - $50,000/$55,786 Primary Zone 0800 SGL FAMILY -1701 -1900 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY City Beds /Baths/Half 3/2/0 $50,000/$52,705 Floors 1 $50,000/$55,786 Living Units 1 Adj. Sq. Footage 2,090 Lot Size 9,762.51 SQ FT 2/2012 Year Built 1950 28012 -3827 Legal Description MIAMI SHORES SEC 6 PB 10 -39 LOT 24 & E1 /2 OF 23 8LK 135 LOT SIZE 79.370 X 123 OR 14535 -272 0590 4 OR 28012 -3827 0212 01 $0 Assessment Information: 00000 -0000 Current Previous Year 2012 2011 13577 -3040 Land Value $70,633 $78,481 Building Value $146,291 $146,368 Market Value $216,924 $224,849 Assessed Value $105,786 $102,705 Exemption Information: Current Previous Year 2012 2011 Homestead $25,000 $25,000 2nd Homestead $25,000 $25,000 Senior $0 $0 Veteran Disability $0 $0 Civilian Disability $0 $0 Widower) $0 $0 Disclaimer: Page 1 of 1 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez - Canters Property Appraiser Aerial Photography 2012 Taxable Value Information: Current Previous Year 2012 2011 Exemption/Taxable Exemption/Taxable County $50,000/$55,786 $50,000/$52,705 School Board $25,000/$80,786 $25,000/$77,705 City $50,000/$55,786 $50,000/$52,705 Regional $50,000/$55,786 $50,000/$52,705 Sale Information: Date Amount OR Book-Page Qualification Code 2/2012 $245,000 28012 -3827 Sales qualified as a result of examination of the deed 5/1990 $0 00000 -0000 Sales which are disqualified as a result of examination of the deed 2/1988 $83,500 13577 -3040 Sales which are qualfled The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no !lability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user In reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http:// www. miamidade .govllnfo /disclaimer.asp. Property information Inquiries, comments, and suggestions email: pawebmail @miamidade.gov GIS Inquiries, comments, and suggestions email: gis @miamidade.gov Generated on: Thu Apr 11 2013 http: / /gisweb.miamidade. gov/PropertySearch /printMap.htm 4/11/2013 CFN: 20120140106 BOOK 28012 PAGE 3827 DATE:02/29/2012 08:28:22 AM DEED DOC 1,470.00 HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY TIIIS INSTRUMENT PRI: 'AREU BY: HARK 1 BURKHALTER I Y )N, PL Matthew F. Yon, Esquire 3301 NW Boca Raton Blvd.. suite 200 Boca Raton. Florida 33431 Folio No.: 11-3101-003-121C THIS INDENTURE, unmarried woman, whose part, to her paid by MA RCE� 2'i Avenue, Miami Shores, F. WITNESSETH, That the AND NO/100 DOLLARS - -(. other consideration the receil: the said parties of the sccon. situate, and being in the Coun Lot 24 and the East according to the not Public Records of Mi Property Address: 92 SUBJECT TO: Con record, if any, and taxes for tl TOGETHER with al right, title, interest and estate belonging or in anywise appe TO HAVE AND TO ,WA DEED J !lade this j day of February, 2012, CHERRY SAMUELS, an dress is P.Q. Box 380057, Miami, Florida 33238, party of the first t GOTERA and CARLOS GOMEZ, whose address is 9200 N.W. rida 33160, parties of the second part. lid party of the first part, for and in consideration of the sum of TEN 0.00) to her in hand paid by the said parties of the second part, and whereof is hereby acknowledged, has granted, bargained, and sold to part, their heirs and assigns forever, the following described land, of Miami -Dade State of Florida, to wit: /2 of Lot 23, Block 135, of MIAMI SHORES SECTION NO. 6, or plat thereof, as recorded in Plat Book 10, at Page 39, of the ni-Dade County, Florida. NW 2"d Avenue, Miami Shores, Florida 33160 tions, restrictions. limitations, easements and zoning ordinances of year 2012 and subsequent years not yet due and payable. tenements, hereditaments and appurtenances, with every privilege, lower and right of dower, reversion, remainder and easement thereto lining. OLD the same in fee simple forever. A CFN: 20120140106 BOOK 28012 PAGE 3828 hereby fully warrant the title said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WI IERI )F, the party of the first part has hereunto set her hand and seal on the day and year first above wr .en. Signed, sealed and del ive•-ed ii he presence of: -e ietio z 17,4 • 7 - (Sign) (Sign) 1 SAMUELS, unmarried woman (Print) P.O. B x 380057 Miami Shores, Florida 33238 (Sign) me—fPrino STATE OF FLORIDA )ss: COUNTY OF MIAMI-I) A.1)L= ) I HEREBY CE authorized in the State • 1-,.-)re:: appeared CHERRY S A:, i JE produced FL -1Th cc described in and who executed the same and d tAkc- WITNESS my hv.id a: 2012. My Commission E.:xi)irc MATIPM F. 'IC MY COIMISSIA EXPIRES: July 20, BondedTtenBAcololnri, that on the aforementioned day, before me, an officer duly 'd in the County aforesaid to take acknowledgments, personally 3, an unmarried woman, who is personally known to me, or has as identification to be the person he foregoing instrument and she acknowledged before me that she n oath. i official seal in the County and State this „pt.' day of February, 77 LSE a • NOTARY PUBLIC STAT tie F FLORIDA AT LARGE Name: ke0.-44-1,0 Yo../ (print) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 April 8, 2013 Permit No: RF13 -690 Building Critique 1. Provide roof mitigation Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 04/10/2013 09:28 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES x001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 3472 RECIPIENT ADDRESS 93052561677 DESTINATION ID ST. TIME 04/10 09:29 TIME USE 00'16 PAGES SENT 1 RESULT OK Mfarm Shores Vivage Building Department 10050 N.F.2f1t;i Avenue Miami Shares, Rorirla 33138 Te €: (305) 705.2204 rax: 05 750.8972 April 8, 2013 Permit No: RF13 -690 �uildinq Crita 1. Provide roof mitigation NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. J ✓ 449 © TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal scri tion of zerty and street / address: bitOt 11111 1111IlI111tiOI CFN 20138027076 OR Bk 28570 Pa 35666 (1as) RECORDED 04/09/2013 10:46:08 HARVEY RUVIHP CLERK OF COURT IIIAIMI -DADE COUNTY FLORIDA LAST PAGE ye-5/VG 3150 2. Description o mprovem 3. Owner(s) name and address: � �. 3 2kk Ciao° dU t� g ALD ES merest in proper Name and address of fee simple titleholder: bond quired by owner front cpntrac or, if any) ��// /d 5. Surety: (Paymen Name and Addre ss: ,/ Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specked) Signature of er Print Owner's Name Pc12.. i._ Sworn to and subscribed before me this Nip Notary Public: Print Notary's Na My commission ex IATE OF FLORIDA, COUNT HEREBY CERTIFY that this Is a t rrgrnal lied in thisoffice on Aozo day of WI A Prepared by % C-€ a Ci ' 2041 . Address: /15-6-5 5 1 of A- ue., M'4" o ' 'L' 3V.5 •VITWW SS HAR EY 8y F DADE e o.yofthe da of y hand and Official Seal. III CLERKy ircurtunty D6 FCOUt' Y High Veto l uv Miami Shores Village — ilding ode 2010 E IithCT :O CC.NIPI1P`NCE WI rH ALL FEDERAL ca Zone niform Pe" ° �'�}cat�9�F` r [ S AND REGULATIONS Section A (General Information) Master Permit No. nProces/s� No. Contractor's Name �J 4 f-''' 00/15/) 1 �� .�. { f' 1/ ) Job Address Te)06 ! I (A ca A - ROOF CATEGORY Low Slope 0 Mechanically Fastened 111e Mortar /Adhesive Set Tile 0 Metal PaneUShi Ies Wood Shingles/Shakes Asphattlt; ng Shingles Are there ❑ Prescriptive BUR RAS 150 Gas Vent Sta ks Yes❑ N ROOF TYPE Type: Natural0 L GXU 0 New Roof Rg- Rtooflng ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Law Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan), Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scu pars and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressuro zones and location of parapets. dl is is C i ii C�� ■. iq Cai� C I ,a PardLIIIMIEFIEFIR i ■q��C {! +�' .. ... ■.. ■r■■■ i■ E: � q lig e ■ • 011111111 q INN ■ � ■■ i ! ,_ t.._ ...1_ i Q ; = .'. f ..011111:1 G. '1 q■ :I Hirt u le 11i ■ ■ Q , , t. ■1i i • ': . q m: ' :_ ; ; •• _ .: s al . , • j : -:- r :.. ,,i _ r. s i / 16E41 I Q I mil mill -,,-„it. . _ .. It- P . um .._ _. • l I ..1_. .. , Section c M 1 AM I•DiA�E Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) )e•tiaetirr,41 F elleaace Fvt•ry Da)" Fit! in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. ROOF SYSTEM MANUFACTURER: Top Ply: GAF MATERIAL COR Product Approval (NOA): 07- 1219.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -42.8 1 (P2) Perimeters: (P3) Corners: psf -108.0 psf psf Maximum Design Pressure From NOA: Roof Slope: 0.50 Parapet Walls: Deck Type: Support Spacing: " : 12 Roof Mean Height: 0 Yes Parapet wall Height: psf • —5/8" Plywo NA Alternate Deck Type: Existing Roof: " olc ft. /NA ISAME Fire Barrier: INA Vapor Barrier: Anchor Sheet: Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. o Ply(s): I GAF GLASSBASE 75# (1) Base Sheet Fastener / Bonding Material: ( 1 -1/4 RS NAIL & TIN CAP 1 -5/8 PIy Sheet(s) & No. of Ply(s): IGAF PLY IV (2) PLY 2 PIy Sheet Fastener / Bonding Material: HOT MOP ASPHALT TYPE IV ft. GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: Surfacing: GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single PIy Sheet Width: NA No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: NA " 1/2 Sheet Width: NA 0 FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: " o/c @ Laps & " o/c @ Laps & rows rows " olc " olc 3. Comer: " o/c @ Laps & rows �� " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter: Insulation Fastener Type : NA 3. Comer WOOD NAILER TYPE AND SIZE: F. .0 Wood Nailer Fastener Type and Spacing: IL EDGE & COPING METAL SIZES: Edge Metal Material: - Galvanized Metal- - Edge Size: —3" face 26 ga.— Hook Strip Size: Edge Metal Attachment: — SELECT EDGE METAL HOOK STRIP SIZE -- 1 -1/4 RS NAIL 4 "OC Coping Material: —SELECT PARAPET WALL COPING MATERIAL -- Coping Size: SELECT COPING METAL SIZE OR THICKNESS— Hook Strip Size: — SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: I N/A Insulated Nailable Deck With Edge Nailer MIAMI•D EE Miami -Dade County HVHZ Electronic Roof Permit Form 'Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Top Ply Interplies Base Slteet Anchor Sheet Roof Mean Height: Drip Metal: 3X3 GALV 26G Continuous Cleat: Surfacing: GRANULES Top Ply: GAF MINERAL CAP SHEET Interplies: Drip Metal GAF PLY IV (2) PLIES --- Continuous Cleat Wood Nailer Base Sheet: GAF GLASSBASE 75# Top Layer of Insulation: Roof Deck Base Layer of Insulation -- Top Layer of Insulation Base Layer of Insulation: NA Wood Nailer: Wood Nailer Fastening: Anchor Sheet: NIA Deck Type: Tile Roof System MIAMI DE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System l EAGLE ROOFING PRODUCT LLC Notice of Acceptance Number (NOA): 12- 0430.04 Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations): P1: -39.1 P 2: 68.1 P 3: Maximum Design Wind Pressures, (From the NOA Specific system):', 40.4 psf -100.7 Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. Roof Slope: Bill Roof Mean Height: "/12" Method of Tile Attachment: ft. -- Adhesive, Medium Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: - -3" face 26 ga. -- -- Galvinized Metal-- 1-1/4 RS NAIL 4 "OC Hook Strip /Cleat gauge or weight: -- Select Hook Strip -71 Deck Type: - -5/8" Plywood -- Optional Insulation: NA Optional Nailable Substrate: Optional Nailable Substrate Attachment: NA Basesheet Type: 1ASTM D226 FELT 30# Fastener Type for Basesheet Attachment: 1 -1/4" RS NAIL & TIN CAP Tile Underlayment (Cap Sheet ) Type: °J. Tile Underlayment Attachment Method: Tile Profile: EAGLE BEL AIR CONCRETE TILE Section E MIAMI DADS COUNTY "Delivering Excellence Every Day" Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1 : -39.1 X, . 0.278 = P 2: 68.1 X A. E 0.278 = P3 :'100.7 X„0.278 = 18.93 27.99 - Mg: - Mg: - Mg: = Mr1: = Mr2: = Mr3: 20.28 5 40.4 40.4 40.4 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: x 1: x 1: x 1: 11111 X w: x w: x w: - W: - W: x cos 0: = Fri: x cos 0: = Fr2: x cos 0: = Fr3: Where to Obtain Information to complete tile calculations Description Symbol Where to Find NOA F' NOA F' NOA F' Design Pressure P1 or P2 or P3 Mean Roof Height H Roof Slope 0 Aerodynamic Multiplier X Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Minimum Attachment Resistance Mr Calculated F' Product Approval (NOA) Required Uplift Resistance Fr Average Tile Weight W I = length w = width Tile Dimensions Calculated Product Approval (NOA) Product Approval (NOA) Owner's Notification Form HVHZ 2010 "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner 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 as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. ViTc‘71 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofmg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofmg, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). trin 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, roofmg 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 roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. 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 roofmg system. Ponding conditions may not be evident until the original 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 accordance 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 the 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- licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: 6 ` Date: Contractor's Signature: Property Address: Permit Number: TGFU.R1306 - Roofing Systems Page 2 of 55 The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1 -in. minimum thick gypsum board Is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard® RA" or "Tapered EnergyGuard® RA" or "EnergyGuard® Composite RA" may be substituted for any Atlas polyisocyanurate Insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. " GAFGLAS® Flex Ply 6" and "Tri -Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2'h to 3- gal /100- ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberold® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberold® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Deck: C- 15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or " GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi or "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCap'm TM BUR Mineral Surfaced Cap Sheet." 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -In. maximum. PIy Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4", "Tri -Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "TM -PIy® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet." 4. Deck: C- 15/32 Incline: 1 Slip Sheet (Optional): - Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. _ Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or'Trl-PIy® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 " GAFGLAS® PIy 4" or "Tri -PIy® PIy 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or'Tri-Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap'M BUR Mineral Surfaced Cap Sheet." Surfacing (optional)": — "TOPCOAT® EnergyCote""" applied at a rate of 2 =gal /100 -ft2. 5. Deck: NC .Incline: 3 httn• /Matahace.riLcom /cp'i- bin /XYV/ template /LISEXT /1FRAME /shownage.html ?name =T... 2/23/2012 MIA hDADtr BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA MEPRO.13ADE FLAGLSR BOWING 140 WEST FLAMER STREET, SUITE 1603 MIAMI[, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and otter areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than .Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or n ,atarial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing arid the AHJ miry immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code: 'ibis product is approved as desdribed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. 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 hasbeen 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 eaidorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fai lure 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. I NSPI i; "I ION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA. renews and revises NOA No. 03 -0501..05 crud consists of pages 1 thr pgh 19. The submitted documentation was reviewed by Jorge L. AA.ebo. • • DADE •• APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 rage 1 of 19 Deck Type 1: Deck Description: Wood, Non - insulated 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. FireOufrm Fire Barrier Coating, VersaSbield®Non Asphaltic Fiberglass Based �e14i Fire Barrier: (optional) Base sheet: Fastening Options: Underlayment or Securock GAFGLAS® #80 ULTiMATm Base Sheep STRATAVENTO BliminatorTM Nailable, RUBEROID'® Modified Base Sheet, RUBEROID® 20, RUBBROID® Heat- Weld1' Smooth or RUBEROID® Heat -Weldor 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4, GAFGLAS® Flex Peg 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular and two l nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered rows 12" o.c. in the field. (Maximum Design Pressure psf, See General Limitation #7) GAFGLAS) Ply 4, GAFGLAS®•Flex PIyTU 6, GAFGLAr #75 Base Sheet or any of above Base sheets attached to deck Dill Tea #12 standard, #114 or # 15 Screws and 3" Drill-Teo steel plate 12" 0.0. in 3 rows. One row is in the2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -4S psf, See General Limitation #7) GAFGLAS® Flex Pty 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring Auk nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 pal, See General.L,imitati0n #7) GAFGLAS® #80ULTIMAT1 , R1.113EROID®20, RUBBROJD®h o nSmooth base sheet attached to deck with approved 1' annular ring inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 pt. f, See General Linda:tion #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teen #12 standard, #14 or # 15 Screws and 3" Drily -TeCof steel plate or 2" side lap. Drill- Tec''n AccaTrae Plates, 12" approximately o. in rows. � tow the fi�e�ld of the heat. The other rows are equally spaced (Maximum Design Pressure - 60 psf, See General Limilcatian #7) Any of above Base sheets attached to deck.approved annular ring shank nails and:3" ,averted Drill -Teen insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field #� (Maximutmc Design Pressure —60 pay', See General Lirnitativit NOA Na.: 07- 1219.09 ExpiratiOn Date: 11/04/L3 Approval � e 03 of /08 Ply Sheet: Cap Sheet: Surfacing: Ms ram um Design Pressure: GAFGLAS® #75 Base Sheet or any of above Base sheets attached he steel deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3 Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One raw is in the 2" side lap. l spaced approximately 9" me. . in the field of the sheet. The other rows are equally ace�� p (Maximum Design Fresstere —75W,, See General Lbnitalion #7j One or more plies of G,AFGLAS ®PLY 4, #80 ULTIMA, RUBEROID® MOP Smooth or RUBEROID®20 adhered in a full mopping of asphalt applied within the BVT range and at a rate of 20.40 Ibshsq. (Optional) 4 n En�rgyC� Minerae ply of G GLAS Mineral Surfaced Cap Sheet or GA,FGLAS l Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROTD ® 20 is top membrane) Install one of the following.: and • 300 lbaJsq. respectively in 1. Unravel or slag applied at 400 lbslsq. pn a ve y a flood coat of approved asphalt at 60 lbsisq, or applied coat of Leak BuslerTm lvlatrixim 103 Cold Process Adhesive applied at a rate of 3 galisq. CIAFGI rA 3® Energy Cap 2. GAFGLAS® Mineral Surfaced Cap Sheet, of approved Mineral Surfaced Capsheet adhered in full aJsq. asphalt applied within the EVT range 3. Leak BusterTP4 Ma 'F` 303 Premium Fibered Aluminum Roof Coating,.at 1.5 galisq. 4. Leak Busterrm Matte 715 , Leak Busteirm MatrixT51 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastorneric Roofing Membrane, applied at 1 to 15 gal./sq. • zr�i MatrixTm 602 MB Xtra Elastomeric Roofing S. Leak Buster Membrane, EnergyCo te® roof dating applied at 1 to L5° gal. /sq. 6. TOPCOAT® Surface Ste' TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto.1S galisq Photovoltaic Laminate solar energy 7. Advance Green Technologies collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building (odes. See Fastening Above NOA No.; 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 0$ of 19 Page STEM LIMITATIONS: fastened base or anchor WOOD sheet is Th 6 when used as a mechanically 1 A slip sheet is required with Ply 4 and Flex Ply over the sheet. or ' /Z" Type gypsum board is amble to be installed directly 2. Minimum 1/4" Dens Deck wood deck. GENERAL LIMITATIONS: Approved Roofing Materials Directory 1. Fire classification is not part of this acceptance, refer to a current • for fire ratings of this product be attached Compliance with Insulation may be installed in multiple layers. The first layer shall, of approved Product Control Approval guidelines. All other layers shall be adhered mechanically mo attached prov the asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., fastening pattern of the top layer a lied in approved asphalt, 3. All standard panel sizes are acceptable for mechanical attachment. When pp panel size shall be 4' x 4' maximum. nsulation panel is required on all applications over closed cell foam insulations n ae and/or recovery d. If no recovery board is used the base sheet shall be ppapplied when the base sheet is approved mopped. 12° diameter circles, 24" o.c.; or strip mopped 8" ribbon using; three rows, mopping with app of the sheet allowing a continuous and one down the enter of laced every 12' in ribbons in thre rowE one ate of the sidelap not acceptable. A 6" break shall be p shall be at a minimum rate of area of l al ventilation. Encircling deal pressure in mum psf. each s/s. ribbon to to ow crass attached s©�Asphalt s l application to a maximum design r (F,� value f - of psf. 12 a i Fastener spacing Note: Spot ati y ent is based on a Minimum Character f a .. as t ted for insulation with Testing Application Standard TA.5 105. lithe fasten' value, as field- tested, ({,f„ as tested in compliance with Testing pp tested, are below 275 lbf. insulation attachment shall not be acceptable. to a s specific for mechanical attachment of anchor/base sheet um emi ra a attachment tt within based p on a r,, Fastener spacing peek ifi by the Building minimum Should the fastener value in be less than that required, determined , Architect, ng Of c system. fastener the ac ed and sealed by a Florida sign Said revised fastener spacing shall utilize the withdrawal or a Registered fa Roofr spr ung, prepared, be submi d d fas 105 and calculations slu311 u li compliance with Registered Roof Consultant may Application. Standards resistance value taken from Testing pF uplift pressure requirements of these areas. Ratting Application Standard shall RAS m l 117. the enhanced up p cull incompliance with Fastener and corner shall be ncre comply with the and base sheet as i Florida registered Fastener densities lcat shalt n increased RAS for both prepared, signed and sealed b3` red Roof Consultant (When this limitation is Roofing Application Standard r 117. , or Registered applicable.) Engineer, Registered Architect, tation #9'� not be app � designs shall 'refer icalli referred this NOA, General 1Liiui termination ab e 5pl attaehm referred within rofile,and/orflashing irernents. S 111 and applicable wind load requ ;. o attar. with and -sizing of oafs standarld RAS 111 applicable all roof pressure zones (i.e field, Foe man wide dli Roofing, pr table shall be f pressur fax mane. The maximum designed pressure limitation listed extrapolation and corners). Neither rational analysis, livable.} perimeters, i.e. perimeters, extended comers and eotnera). (When limitation is enhanced lly referred redes t F General Limitation #7 will not be app alt assurance audit in accordance with the Florida Building limitation is listed specifically shall have a qua quality 1sOA, 10. All products listed herein shall have a qu ty Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA NO.: 074219•09 Expiration Date. 11/04/13 Approval Page 19x/19 DEPARTMENT OF PERNRTTiNG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidatle.gov/pera SCOPE: this NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not he valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify. or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance. i f 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 I ligh Velocity hurricane Zone of the Florida Building Code. DESCRIPTION: He Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles 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, t«r- 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 he 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# 11-0321.02 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. • MIAMI DADE COUNTY APPROVED NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Bel Air Concrete Tile L = 17" TAS 112 Flat profile concrete roof tile equipped with two W = 12 '/4" nail holes. For adhesive set, direct deck or Thickness ='i" battened nail -on applications. Bel Air Double Eagle L = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W = 12 VII" nail holes. For adhesive set, direct deck or Thickness -'iz" battened nail -on applications. Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces L = 17" W = 12!/4" Thickness = V2." L _: 17" W= 121/4" Thickness ='��" L 17" W =12' " Thickness = !4" 1= varies w = varies varying thickness_ TAS 112 TAS 112 TAS 112 TAS 112 Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications.. Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim. clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2of10 2.1 EVIDENCE SUBMITTED: Test Agency PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc: Walker Engineering, Inc: Test Identifier ERPF- 001 -02 -01 7161 -03 Appendix HI 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P09647 -01 94 -084 25- 7094 -(2, 5, & 8) 25- 7183 -(5 thru 6) 25- 7214- (1,5, &8) 25- 7487 -2 25- 7496 -(1 & 4) 25- 7804 -6 520109 -1 5201 1 1-4 520191 -1 Calculations . Calculations Test Name/Report TAS 112 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102' Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments Due to Gravity Date Aug. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 3 of 10 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade 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. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles 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 -I (ft) Width -w (ft) Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 11.4 1.42 1.03 Table 2: Aerodynamic Multipliers - A (ft3) Tile Profile A (ft3) A (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 Table 3 Restoring Moments due to Gravity - Mg {ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 " :12" Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1. Installation with a 4" tile headlap and fasterners are located a min. of 2'/2" from head of tile. NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Adhesive' 31.32 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application 3M1M 2- Component Foam Roof Tile Adhesive AH -160 Minimum Attachment Resistance 118.93 Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 3M'"" 2- Component Foam Roof Tile Adhesive AH -160 40.44 3 Large paddy placement of 45 grams of PolyProTA°. 4 Medium paddy placement of 24 grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Mortar See 43.9 5 Tile -Tite Roof Tile Mortar. NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAGLE,•09:" FLORIDA BEI, AIR, BEI, AIR DOI'BL.E: EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.:12- 0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE MIAMIO.ADE COUNTY APPROVED NOA No.:12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 8 of 1 0 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F 4786) 315 -2599 www.miamidade.eov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code., DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 022818 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 ProPack® 30 & 100 N/A N/A N/A Test Product Description Specifications. TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content MIAMI•DADE COUNTY APPROVED Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% ' NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 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. 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AI-1-160 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. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. r —� IF - W F,_ _t2/ MS MIAMI.DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 3 of 7 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 uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MT"I 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, expressed as an uplift based system, to meet or exceed the uplift resistance 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 RTF1000 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3■TM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement. For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 MIAMI-DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Ply enough adhesive to achieve 17 to 13 °Ptiaug 2a4's square hides to contactwth the pan tie P P **atom 2) Tornhi. covers o a�dadoed ofcov rte. 112 In. To 1 hi. From outside edge of cover the. Then Install the tile. Nall through plastic cement Rem bPPAen oldie eave course cover*. Abut m second course of pan pan tiles. cover tiles are of Lush at eave Anti rave dosure Waephole (mortar shown) MIAMIAADE COMITY APPROVED Sheathing Optional Poi Mortar on edges of Age NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6of7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) 3 In. x3in. Single paddy on under.. layment Single paddy under tile 414141111 frf • 40.0reEave course In. X 7 In. medium size paddy eave Fascia course only Single paddy on top of tile Nail through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between the 2 in. x7 in. medium size paddy eave course only t x 3 in. / 4111. Single paddy on under. layment Single paddy on top of tile Eave Course Fascia Weephoie Eave closure Drip edge Single paddy between tile 7%44 In. z 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. z 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE MIAMIOADE COUNTY APPROVED NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7