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RF-13-533
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 192786 Permit Number: RF -3 -13 -533 Scheduled Inspection Date: June 05, 2013 Inspector: Rodriguez, Jorge Owner: , MIAMI PROPERTY SOLUTIONS Job Address: 1026 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1132050010310 Building Department Comments RE -ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 192479. CREATED AS REINSPECTION FOR INSP- 187598. REPLACE BROKEN TILES. SEAL COUNTER FLASHING FASTNERS (//0Z17-- c�JG�IO '5� June 05, 2013 For Inspections please call: (305)762 -4949 Page 40 of 47 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor CITY ROOFING Permit# RF -3 -13 -533 Job Address 1026 NE91 TERRACE MIAMIFL Owner's Name MIAMI PROPERTY SOLUTION Type of Tile EAGLE MALIBU Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 17 ft 2 Required Testing Force 35/bs Date Tested 4/15/2013 Number of Tests 50 Testing Equipment: F.G.E. 100 Contact Name MARIO Phone # (305) 218 -7901 LOCATION # OF TEST PASS # OF TEST FAIL Corner 9 Tests " Pass 0 Tests Fail Perimeter 4 Tests " Pass 0 Tests . Fail Field 10 Tests v Pass 0 Tests LI Fail Ridge 27 Tests " Pass 0 Tests . Fail Total 50 Tests v Pass 0 Tests Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST 1 IAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANI LED 24 CASE CF NATURAL DISASTERS. YEN T. LEYVA P.E. # 67416 7066 SW 44th Street Miami, Fl 33155 - Telephone (786)326 -9877 - Fax (305)485 -9011 a A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alrooflnspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor CITY ROOFING Job Address 1026 NE 91 TERRACE MIAMI FL Permit # RF -3 -13 -533 Owner's Name MIAMI PROPERTY SOLUTION Type of Tile EAGLEMALIBU Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 17 ft 2 Required Testing Force 351bs Date Tested 4/15/2013 Number of Tests 50 Testing Equipment: F.G.E. 100 Contact Name MARIO Phone # (305) 218 -7901 SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326 -9877 — Fax (305) 485 -9011 • 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 187594 Permit Number: RF -3 -13 -533 Scheduled Inspection Date: May 29, 2013 Inspector: Rodriguez, Jorge Owner: , MIAMI PROPERTY SOLUTIONS Job Address: 1026 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Permit Type: Roof Inspection Type: Renailing Affidavit Work Classification: Tile Phone Number Parcel Number 1132050010310 Building Department Comments RE -ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 29, 2013 For Inspections please call: (305)762 -4949 Page 7 of 32 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village- Building Department 10050 NE 2nd AVE Miami Shores, FL U&WU 33138 Re: Owner's Name Q€r &L'Al i Property Address IO2 /( (- Roof Permit Dear Building Official: I, Mario Famada certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the " Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" ado sted b the Florida Building Commission by Rule 9B -3.047 F.A.C. Mario Famada Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Swo subscribed Wfore me this ip day Of 20 Ad , (SEAL) /Personally Known or Produced Identification 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 191403 Permit Number: RF -3 -13 -533 Scheduled Inspection Date: May 15, 2013 Inspector: Bruhn, Norman Owner: , MIAMI PROPERTY SOLUTIONS Job Address: 1026 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: CITY ROOFING AND CONSTRUCTION INC Permit Type: Roof Inspection Type: Cap Sheet Work Classification: Tile Phone Number Parcel Number 1132050010310 Building Department Comments RE -ROOF TILE AND FLAT Infractlo Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 189697. CREATED AS REINSPECTION FOR INSP- 187596. WORK COVERED WITHOUT INSPECTIONS. REMOVE ALL ROOFING MATERIAL TO EXPOSE TIN CAPS FOR INSPECTIONS. NB4/19/13 WILL RECALL FOR NORMAN.JR May 14, 2013 For Inspections please call: (305)762 -4949 Page 36 of 45 A -1 Engineering Inspection Services, Inc 7066 SW 44u1 Street Miami, FL 33155 Tel: 786 - 398 -9177 Fax: 786 - 800 -2627 al roofinspection @gmail.com LAB CERTIFICATION # 10-0512.01 TO: MIAMI SHORES VILLAGE Project: 1026 NE 91 TERRACE MIAMI FL DATE: April 6, 2013 CONTRACTORS: CITY ROOFING PERMIT#RF- 3- 13-533 On 04/05/2013 our inspector made an inspection at the above - mentioned property. Base Sheet - WOOD DEK 1 Base #75 2 Ply IV mopped 3x3 drip metal 11/4 RS nails 4 OC 1 Ply CAP SHEET mopped SQUARE OF ROOF: 647.68' (6.48SQ) FIELD 9 OC @. LAP 2 ROWS @ 9 OC PERIMETER 6 OC @ LAP 4ROWS @ 6 OC COMER 6 OC @ LAP 4ROWS @ 6 OC Product used= G.A.F Material Corp This report is based on a physical inspection of existing roofing material installed as described above and certifies that the above roof complies with the plans and permits submitted to the above mentioned city. Please do not hesitate to contact my office if you have questions regarding this inspection. AN . LEYVA P. . # 67416 vt • leo • .... - e- e 0 41, 44' , • rir IL 144.10 411, t Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING 70Z6 k 'ir13111 11 8 Y:...-.„. FISC 20 Permit No. Master Permit No. SC33 ROOFING City: Miami Shores County: Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: 13/7g Zip: OWNER: Name (Fee Simple Titleholder): PO( -4,4„, dft. SCIA Pholle#: Wi— LICL1 C Address: / ,.40 /11 (/ City: Cia( State: e.. ----Zip' Tenant/Lessee Name: Phone#: Ernail: CONTRACTOR: Company Nwite: C zt7ob nt 44( State: Qualifier Name: rio -isaarael4 Address: City: State Certification or Registration #: Contact Phone#: / 2514( DESIGNER: Architect/E ineer. Pho 205-- 2114,( Phone#: CZ /3Z 73 g,t, Certificate of Competency #: Email Addresigne Ce411411.6 I LC, Phone#: nil Value of Work for this Permit: $ Type of Work: ClAdditi Description of Work: Zip: 33/70 3/ Zgg' Square/Linear Footage of Work: C3New LIRepair/Replace Color thru tile: Submittal Fee Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ ********************Fees******************************************** st Permit Fee $ .,...wa CCF $ CO/CC $ Radon Fee $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ ° Bonding Company's Name (if applicable) lio 'ng Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Tap Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. T understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEA'L'ERS, TANKS and AIR CONDITIONERS, ETC OWNER'S Ali iDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ap, ,�_ .r' z' r� r _ action fee will be charged. Owner +s °Agent The foreg51 instrument was acknowledged be o , this 1 The fore' +' ,instru rent was ackno day of , 20 %3 , by (.EGG L-? ( , day of , 201° , by who is r. ally kno o ore or who has produced who is pe Signature 111 ;ro 3 ass to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commis NOTARY PUBLIC: d***** 6#* b***** **D*************H**d** APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07 /I0/)7xRevised 06/I0/2009XRevised 3 /15/)9) Zoning Clerk L.-03t,c)A Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: EGSLe 144 i focia--t3 Product Approval Number: 11- 0374. el Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 1/ . / P2: taq' 1 P3: NO -7 Maximum Design Pressure Product Approval Specific System: Ll c. Method of Tile Attachment: b Ved 'IA 'lb it 4 hi? - ■ Roof Slope: 3 : 12 Steep Sloped System Description Deck Type: Type Underlayment: Insulation: Ridge Ventilation? IA)/11V 4111t4 IL( 3t)* ‘4914- Fire Barrier: Fastener Type & Spacing: Adhesive Type: Type Cap S 1-2(`` (2S tutik eet: Roof Cov ing: Mean ,Root Height: 311t 1, V Type & Size Drips Edge: r- 77117,T '1'77 'A/111-1 ,6,11 FEDERAL 1)63 u sAlo DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BO TRATION DIVISION A ANCE (NOA) 203 Li Y: -- go - MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786)315 -2590 F (786) 31525 -99 www.witmldade,g+oq /wera ued under the applicable rules and regulations governing the use of construction mat x . e 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: UnderRo©frm 2 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 thi been no change TERMIN change end be considered after a renewal application has been filed and there has building code negatively affecting the performance of this product. CAA will occur after the expiration date or if there has been a revision or e, and/or manufacture of the product or process. Misuse of this NOA as an pduct, for sales, advertising or any other purposes shall automatically terminate comply with any section of this NOA shall be cause for termination and removal of MENT: The NOA number preceded by the words Miami -Dade County, Florida, and the expiration date may be displayed in advertising literature. If any portion of the NOA is ayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 07- 0720.01 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 11- 1027.06 Expiration Date: 09/21/16 Approval Date: 11/17/11 Page 1 of 3 ROOFING COMPONENT APPROVAL Category. Sub - Category:. Material: Roofing Underlayment Rubberized Asphalt PRODUCTS DESCRIPTION: Product Dimensions, UnderRoofr 2 39 MI" x 66.7' rolls Test Specification, TAS 103 ASTM D 1970 MANUFACTURING LOCATION: 1. Fresno, CA EVIDENCE SUBMITTED: Test Agency Intertek Testing Services NA Ltd. PRI Construction Materials Technologies LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minirmun deck requirements shall be in compliance with applicable building code. UnderRoofrM 2 shall be installed in strict compliance with applicable Building Code. 3. UnderRoofr' 2 may be used in roof tile and asphalt shingle assemblies. 4. UnderRoofm 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. UnderRoofrM 2 shall not be applied over an existing roof membrane as a recover system but may be applied to underlayment base sheets as listed in this approval. 6. UnderRoofrM 2 shall not be left exposed as a temporary roof for longer than 180 days after application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. UnderRoofr" 2 may be used with any approved roof covering Notice of Acceptance listing UnderRoofnd 2 as a component part of an assembly in the Notice of Acceptance. If UnderRoofrM 2 is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. Product Description Self - adhering reinforced membrane of rubberized asphalt with a polyester surfacing for use as an underlayment in sloped tile and asphalt shingle roof assemblies. Roof slopes of 2/12- 12/12 are acceptable as indicated by local codes and manufacturer's installation instructions. Test Identifier 3077464 -01 3077464 -02 3090131 RGM- 023 -02-01 Test Name/Report Date ASTM D 1970 08/23/06 TAS 103 08/23/06 ASTM D 1970/FAS 103 08/23/06 ASTM D 4798/FAS 103 05/16/07 NOA No.: 11- 1027.06 Expiration Date: 09/21/16 Approval Date: 11/17/11 Page 2 of 3 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type Ii or ASTM D 2626 compliant underlayments with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two starered rows 12" o.c. the field of the roll. Membrane: Begin at lowest point on roof deck. Peel back the release film and align the membrane on the lower edge of roof; pull the release film to peel back and apply membrane. Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to help lay flat and ensure full adhesion of UnderRoofn" 2 to the anchor sheet. Where back nailing is required for steep slope applications, back nail and cover nails by overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAF -ELK technical services for other approved fasteners. Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release film, center the sheet over the valley or ridge and press firmly into place. End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned with the existing selvedge edge. Install when temperatures are 45 degrees and rising, over clean, dry and smooth substrate. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to the lap areas. UnderRoofn" 2 shall not be exposed for longer than 180 days after application. GAF Materials Corporation reserves the right to revise or alter the exposure tune, not to exceed the preceding maximum exposure time. Wherever the adhesive back comes in contact with polyester surfacing such as end laps, penetrations and flashing material must be set in a 1/8 inch toweling of LeakBusterm Matrix 201 Premium SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or equal flashing cement. UnderRoofni 2 is acceptable in foam applied and mechanically attached tile systems Consult manufacturer's installation instructions for complete installation requirements. Surfacing: Roof Tile and Asphalt Shingle Assemblies. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 11- 1027.06 Expiration Date: 09/21/16 Approval Date: 11/17/11 Page 3 of 3 Date CERTIFICATE OF LIABILITY INSURANCE 3/25/2013 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or altar the coverage afforded by the policies below. Insurers Affording Coverage NAIL # Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period-indicated. Notift standing 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. Aggregate limits shown may have been reduced by paid Claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Commercial General Liability Claims Made Occur Each Occurrence $ Damage to larded premises (EA occurrence) Med Exp $ Personal Adv Injury $ General aggregate limit applies per: Policy ❑ Project ❑ LOC General Aggregate $ Products - Comp /Op Agg $ AUTOMOBILE _ — LIABILITY Any Auto All Owned Autos Scheduled Autos Hired Autos Non -Owned Autos Combined Singe Limit (EA Accident) $ Bodily Injury (Per Person) $ Bodily Injury (Per Accident) $ Property Damage (Per Accident) $ EXCESS /UMBRELLA LIABILITY Occur ❑ Claims Made Deductible Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietor /partner /executive officer/member excluded? NO If Yes, describe under special provisions below. WC 71949 01/01/2013 01/01 /2014 X I Wry state- 1 I ER E.L. Each Accident 81,000,000 E.L. Disease - Ea Employee $1.000,000 E.L. Disease - Policy Limits 81,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AM B # 12616 Descriptions of Operations /Locatlons/Vehlcles /Exclusions added by Endorsement/Speclal Provisions: Client ID: 36- 65-190 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc, that are leased to the following "Client Company": City Roofing and Construction Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working In Florida. Coverage does not apply to statutory employee(a) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: FAX: 305 -248 -2677 & 305 - 756 -8972 /ISSUE 03 -25-13 (TD) Begin Date: 1/24/2013 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any Idnd upon the Insurer, Its agents or representatives. Ap r a.11 —CANDi BUILDING PERMIT APPLICATION 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 Permit Type: BUILDING FBC 20 i0 Permit No. (' Master Permit No. 1 13 ° !' �9°D JOB ADDRESS: /0 a ( /° / Te,e zip: 53/3 City: Miami Shres County: Miami Dade Folio/Parcel #: / Is the Building Historically Designated: Yes / 9) Flood Zone: OWNER: Name (Fee Simple Titleholder): %[ ( '41)8847 . o /u /'off hone #: 3v 5 " �O 7 -7'V Address: / 9 0 ,4/t Ill 5t'P' f City: g;/44//1; 5 `-o e P S State: f. Tenant/Lessee Name: Email: 7(Gr o P l% 61 / ivdP574oeS. CO )4A, Zip: Phone #: CONTRACTOR: Company Name: City `t i it Phone #:.3CS - K- .al 9 `- Address: 2 2 ¥o() 54) 9 2 - C,-t- City: LI rail() I State: Qualifier Name: I`.,iaYIT WI CLetet. Phone #: 3(5- 2-1 K- -7 9 0 1 State Certification or Registration #: C C,C I �2., �g 1 Certificate of Competency #: Contact Phone #: 3l� - 2.d fS ---19.c) r Email Address: C,i 31 r00-11n8CD bri Is . kic 1— DESIGNER: Architect/Engineer: Phone#: zip: D Value of Work for this Permit: $ /0 0(3_0 Square/Linear Footage of Work: Type of Work: DAddition Alteration DNew L'7Repair/Re� lace Description ,of Work:_. : % +, 1t_ ■1,%\ c 4 /)0 O ODemolition Color thru tile: * * *** **** * * * ** ******* * * **** ** * * ** x***** Feeeess�x�+ �****+ xx��x�: �x�x* �x�x+ �x�x�x� ****+xa�+xx�****�x******** **** Submittal Fee $ Permit Fee $ 7 Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 956 2k0 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD . A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspectio ee will be charged. Signature 7K,c2 Owner or A t The fore • oing instrument was acknowledged before me this j day of I; k ,_ _ , by �dC t-e who is ' rsonally kno o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t I, My Commission Signature The foregoing instrument was acknowledged efore this �� , day of �t , 20 I3,, by yL� who i i ersonally own to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY xpires: y r' ...#7e Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Mar 17 2013 8:58PM Prepared by: Maria Perla Trident Title, LLC 501 S. Flatter Drive, Suite 201 West Palm Beach, Florida 33401 File Number: SSMS -0002 p.2 C '''J: 20130181984 1300K 28521 PAGE 2976 E:03108/2013 08'43:52 AM ED DOC 1,170.00 H VEY RtMN, CLERK OF COURT, MIA DADE C1Y General Warranty Deed Made this February 23, 2013 A.D. By Jorge Cortes,an unmarried man and Minis C 7245 Oreeneage Drive, Miami Lake, FL 33014, hereinafter called the grantor, to Miami address is: 190 NE 111 Stroet„ Miami Shores FL, hereinafter called the grantee: (Whoever used herein the terra "grantor' and "grantee" irictudeall the Partlesto this instrument individuals, aid the auecr of and a,stps oreesporations) `4Yilxtes Seth, that tie grantor, for and in cotts1deration of the suit of Ten Doll receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, realises, r- all that certain 1and.situate in Miami -dada County, Florida, viz: Lot 4 and the West 10 feet of Lot 5, Block 2 of ATERSEDGE, ac in Plat Book 9, Page(s) 141, of the Public Records ofM1AMI DADS Parcel TD Number: 11 32050010310 Together with all the tenements, hereditaments and appurtenance's thereto be To Have and to Hold, the saute lu feesiinple (orever. And the grantor hereby covenants with said grantee that the grantor is lawful has gaud right and lawtd authority to sell and convey said laud; that the granter hereby the same against the lawful claims of all persons whomsoever; and that said land is subsequent to-December 31, 2012. hi Witness Whereof, the said granter has signed and sealed these present MPS) individual Warranty need - Legal an FOC* Page: 1 orp'sge Cnuni] es, an unmarried woman, whose address 1s: roperty Solutions. LLC, whose post office to h e i r s , l e g a l representatives and ess Igns of t, ($10.00) and other valuable considerations, eases, conveys o.nd confirms unto the grantee, ding to the Plat thereof as recorded unty. Florida. ging or in anywise appertaining, seized of said land ha fee simple; that the grantor Ily warrants the title to said land and will defend or all encuanbrances except taxes accruing lire day and year first above written. Mar 17 2013 8:58PM Prepared by: Maria Perin Trident Title„ LLC 501 S. Flagler Chive, Suite 201 • West Palm Beaoh„ Florida 33401 Fite }dumber: SSMS -0002 • Signed, sealed and delivered ii1 our esence: 2 P.3 N: 20130181984 BOOK 28521 PAGE 2977 Jorge Cart Address: Wilnc s Pdiotei1 Name I r !t, A state Florida county of Miami Dade Drive, Miami Lake, FL 33014 (Seal) (Seal) The foregoing instrument was acknowledged bcibrc rite this 28th day of February, 20 who is/arc personally known to me or who has produced FL Drivers License as Wand* DEED Individual WmrentyDeed - Legal on Free Page: 2 or [Page CoumlJ Nutury Public PrIKt Nn me: My Comfdss by ti J rig Cortes xplr�es: Mar 17 2013 10:11PM "-vet Owne Roof to Wall Connection Site -Built Single Family To: Village of Miami Shores — B 10050 NE 2nd Ave Miami Shores, Fl 33138 RE: Owner's Name: Property Address: Roofing Permit Number: 's Affidavit of Exem Rurricane Mitigatio Residential Structur 553.544 F.S. ailrling Department Dear Building Official, I A_VGalud Ii41 %�rtify t: connection of my building becaus The just value for the stru $300,000.00 The building was constru,. Building Code (FBC) or 'a Building Code (19' - : Signa - of Property • weer Retrofit for Existing Pursuant to Section am not required to retrol the roof to wall for purposes of ad v. rem taxation in less than tion in compliance with the i•rovisions of the Florida rovisions of the 1994 editi e!n [.00d , /4V -e( Print Name STATE OF FLROIDA COUNTY OF sworn o f to and sa � , 20 m Da o (SEAL) /Personally Known or Produced Identification When the just valuation of the structure f $300,000.00, and the building was not co affidavit of Roof to Wall Connection H MI -DADE of the South Florida r the purposes of ad valorem structed in compliance with the cane Mitigation Retrofit must br ion is equal to or more than C nor with 1994 SFBC, and provided. p.1 Mar 17 2013 10:11PM 'Miami -Dade My Home My Home //limn "'da ov Show Me: Property information Search By: Select Item • is Text only Property Appraiser Tax Estimator ProoertY Appraiser Tax f famaarlson Stan lruary taets(Ia• Foto No.: 11-3205.0011310 310 1026 NE 91 TER Property: Mailing JORGE CORTES Address: ANAIS B CORTES LIaIng Units: 13201 LURAY RD 5 W AdI So Footage: RANGES FL Lot Slze: • 33330. Pro Primary Zara: 1100 SQL FAMiLY- 2301 -2500 Sri 0001 RESIDENTIAL - SINGLE FAMILY CLUC: Beds/Bathe: 3l2 Floors: 1 LIaIng Units: 1 AdI So Footage: 1,853 Lot Slze: • 7,500 SO FT Year Built: 1839 WATERSEDGE PS 9- 141 LOT 4 & W10FT OF Descnplbn: .000 2S OR 20774 4817 10 20024 COO 21597- 147008 2003 S Assessment Information: slue: d Value: 2012 2011 I I ;. IT: ITITA Taxable Value Information: =MEM W.2311 Apptled •ETax� able Value: 2011 Exert! Iption/ Taxable Value: �C�.: l:r v. rut�'�'f.•i': School Board: Additional Information: unity Development District .ammuntty Rainant Aran ACTIU'E TOOL: .SEI..L(: fsillEnt Aerial Photog - 2012 Home I Uebta Our 31% J Rhone Otrectory 1 0 um. 11311 J 0Ieclaimet If you experience technbal difficulties vrith the Property ormeflon application, or wah to sena us your comments, questions suggestions please email us at Webmsster. Web Site 02002 Miami -Dade County. All rights reserved. http:// gisims2. miamidade .gov /myhome/p,opmap.asp p.2 Page 1 of 2 MA1O Legend Property Boundary rio• Selected Properly me Street Highway Miami -Dace County Water 3118/2013 2070 uniform rf app RED.pdf - roofing- permit.pdf h ttp: //w ww. m iam idade.gov /deve I opment/l i brary /perm its /roofing- perm... F Building C,. 1 rid$idnl 4 c I T #: J� High Velocity Hurricane Zone Un rm ermit Applica*il ;..M res Village BY DATE ECT i O CONIPI 1i'NCE WI Iii All FEDERAL STATE AN C r UN ', ? riUL_S AND REGULATIONS 0 ll Are Gas Y Li No`'' Type: Naturals L a 100 1 000 (SF) GC) • A .,r id, f; nt YI 1rS MMOW*OSIII r0111111W■WWWIROM a rrrr rarirrr■ r■ MAOMMU rrr< ■ ■rrr�rrrarirM■Iesrr M■ rMINal * *: 1111 i■ ssamei�■ ummulre ■r■krir /r ■Mlr.11alil.irrir■ ■ ■rratrli i rr it r i■ ■.t m*orar ■r. l a. M. 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'i ' r:011lil,111 l•onvirii mm . of5 3/14/2013 9:04 PM 2070 uniform rf app RED.pdf - roofing -perm it.pdf 3 of 5 h ttp: / /www. m iam idade.gov /developrnent/l i brarytperm its /roofing- perm... Flo Building C Y, °. :: 2010 Edition High Velocity Hurricane Zone Uniform Permit Appli - w 4 n Form 3/14/2013 9:04 PM 2070 uniform rf app RED.pdf - roofing-permit.pdf 4 of 5 http://www.m iamidade.govidevelopment/library/perm its/roofing-perm... Flo Building 2010 Edition High Ve Hurrkane Zone Uniform Permit Application Form Sf 1)-- 0321.0/ Minimum Pol Pa) A-1-4-Iton malibu col-lam-fir Drip 3/14/2013 9:04 PM 2070 uniform rf app RED.pdf - roofing-perm it.pdf 5 of 5 hnp://wvvw.miamidade.gov/development/library/permits/roofing-perm... 2010 Edition nn Permit Application Form t L. "t'tft, i"1 rti (Pskaq- (Ps; (Ps; In -7 MITIT 11113N •!,•" 111111111111E_J11111.10. • :44/I19.411" Miro, 1111161111111111M101111116411111;: 111UU 1111UU .1W 734.9 -`; : `t, NOAF NOA F !MAP T `,1a1-11``. •'M 3/14/2013 9:04 PM SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing 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 govem 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 adjacent box indicates that the item has been explained. (i `"1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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. T-64 2. Renailing Wood Decks: When replacing roofing, 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). 1-74*-3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. . 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. c2-77/1Z. 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 Florida Building Code, Plumbing. r144 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. It may be beneficial to consi. L i io = venting which can result in extending the service • ..oftheLoof. Owner's /Agent's Si•(ature Date 10)-6 I'6 ‘9 / Prope� Address Permit Number rn' � 5k0 //e f `� Rev:1/20 /2005,Computer Services, Building Department 11032101.pdf 1 of 7 http: / /www.m iam idade.gov/ building /library/productcontrol/noa/ 1 103... BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (I3NC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA Eagle ` r flog Products LLC 1575 t C.R. 470 Sumtervilk, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECFION 111305 SW 26 Stnset, Room 208 Mlan13, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 anamidade.ao Thu9linal SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material for quality assurance pu . If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such r ; and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami- r *o 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. ON: hu � erete Tile 1� LAB 1 G: Each unit shall bear a pertnanent 1 • 1 with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. AL 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. ik TE 11 ATION of this NOA will occur after the expiration date or if there has been a revision or c ge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for ;ales, 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. ADVERTISE t3 The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration : ' 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 • ection at the job site at the request of the. Building Official. This renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. ID NOA No. :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05 /12/11 Page 1 of 3/14/2013 9:17 PM 11032101.pdf http://www.miamidade.gov/building/library/productcontroUnoa/1103... R. FING As a ..,i rv: Sok Category: trInteria LY APPROVAL Roofing Roofing Tiles Concrete I. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumteryille, FL. and described in Section 2 of this Notice of Aceeptanee. 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 DES Mani tared by An t Malibu Concrete Tile Trim Pieces Si" I 2 of 7 ION: Dimel, loss 1 = 17" W= 12 W' W thick 1 = varies w = varies varying thickness Test k,t4 flow; TAS 112 TAS 112 LkL Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail-on, mortar or esive set applications. Accessory trim, concrete roof pieces for use at hips, rakes,ridges and valley terminations. Manufactured for each tile profile. NOA No.:11-0321.01 Expiration Date: 1 /16 Approval Date: 05/12/11 Page 2 of 7 3/14/2013 9:17 PM 1103210I.pdf 2.1 CE SUBMITTED: Test Aeenev Test Identifier PRI Construction Materials PR106178 Technologies Red land Technologies Red land Technologies Red land Technologies The Center for Applied Engineering, Inc. The Center for Applied Engin. - Mg, Inc. Red land Technologies Red land Technologies Professional Service Industries, 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. '",Z111101711113111Hilin,P.IROWURIITIMIIIMPIP,""" hup://www.miamidade.govibuilding/library/productcontroUnoa/1103... Test Name/Report TAS 112 7161-03 Static Up lift Testing Appendix 111 TAS 102 & TAS 102(A) 7161-03 Wind Tunnel Testing Appendix 11 TAS 108 (Nail-On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94-060B Static Uplift Testing TAS 101 (Adhesive Set) 94-084 c Uplift Testing TAS 101 (Mortar Set) 31-01 Wind Tunnel Testing TAS 108 (Mortar Set) Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail-On) 22447099 25-7094-1 25-7094-7 25-7094-4 Project No. 307025 Test #MDC-76 25-7183-1 25-7183-2 Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)D Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Up1iftT.ting TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik-Drive Screws, Battens) Dak 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 3 of 7 3 of 7 3/14/2013 9:17 PM 11032101.pdf The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker En mg, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. IA ATIONS: 25-7214-2 25-7214-6 528454-2-1 520109-2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations hrtp://wl,vw.miamidade.gov/building/library/productcontrol/noa/1103.. Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) (1 Quik-Drive Screw, Battens) Static Uplift Testing TAS 101 Two Patty Adhesive Set System 25-7183 25-7094 25-7496 25-7584 25-7804b-8 25-7804-4 & 5 25-7848-6 Aerodynamic Multiplier Restoring Moment Due to Gravity March, 1995 Sep. 1998 Dec. 1998 April 1999 March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 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, refir to licable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform qu rly test in accordance with TAS 112, I endix '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 ted 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. 'iiI 4 of 7 I NOA No.:11-0321.01 Expiration Date: 1 I 6 Approval Date: 05112/11 Page 4 of 7 3/14/2013 9:17 PM 11032101.pdf 5 of 7 Imp://www.miamidadesov/building/library/productcontroUnoa/1103... 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete 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 We ht (W) and DI - nsions (I x w) Tile Profile Weight-W (lb Length-1 (ft) - th-w (ft) MaIbu Tile 9.5 1.417 1.04 Table 3: Restoring Moment duetoG ity - Mg (ft-1131) Tile Profile Malibu Tile 3":12" 4":12" 12" 6":12" Direct Battens 6.30 6.65 6.21 Direct Deck 6,54 Batten 6.0 Direct Deck 6.41 ns .9 Direct Deck 6.25 7":12" or 9 Battens 5.77 r Direct Deck 6.08 uile Profile Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) or Nall-On Se Fastenar Type Direct Deck (min 16132" * * • Di • (min. 1813 pIyw * • Battens libu Tile 2-10d Ring Shik Nalis 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 27.8 37.4 28.8 8.8 11, 4.1 16.4 21.9 7.1 1 2 Screw Screw 25.8 25.8 22. 47. 47.1 49. 1-10d Smooth or Screw Shank Nall (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave CV) 24.3 19.0 24.3 19.0 24.2 22.1 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Rel d Cfil_ 2-10d Smooth or Screw 31.9 31.9 32.2 Shank NEWS (Eave Clip) 2-10d Ring Shank Nails 43.0 87.5 50.9 1 Instaflaton with a 4' tile h diap and fastemers are located a min. of 2W from head of tile. tor4rogr:- 74",' VP iCYD ttar,V11* NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 3/14/2013 9:17 PM Tab 2: . -dynamic Multipi m - 2 - (ft) Deck Appllcation 0.282 Tile Profile 211., (ft ) B , •,- . . , • n Di ' Malibu Tile 0.305 Table 3: Restoring Moment duetoG ity - Mg (ft-1131) Tile Profile Malibu Tile 3":12" 4":12" 12" 6":12" Direct Battens 6.30 6.65 6.21 Direct Deck 6,54 Batten 6.0 Direct Deck 6.41 ns .9 Direct Deck 6.25 7":12" or 9 Battens 5.77 r Direct Deck 6.08 uile Profile Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) or Nall-On Se Fastenar Type Direct Deck (min 16132" * * • Di • (min. 1813 pIyw * • Battens libu Tile 2-10d Ring Shik Nalis 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 27.8 37.4 28.8 8.8 11, 4.1 16.4 21.9 7.1 1 2 Screw Screw 25.8 25.8 22. 47. 47.1 49. 1-10d Smooth or Screw Shank Nall (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave CV) 24.3 19.0 24.3 19.0 24.2 22.1 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Rel d Cfil_ 2-10d Smooth or Screw 31.9 31.9 32.2 Shank NEWS (Eave Clip) 2-10d Ring Shank Nails 43.0 87.5 50.9 1 Instaflaton with a 4' tile h diap and fastemers are located a min. of 2W from head of tile. tor4rogr:- 74",' VP iCYD ttar,V11* NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 5 of 7 3/14/2013 9:17 PM 11032101.pdf http://www.m lam idade.gov/building/library/productcontroUnoa/1103... Table : Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adh hfe Set Sys Tile Tile Application Profile Iu The Adhesive' Minim R Attachment !stance 26.13 2 See manufactures corn. a!, oval for in :I :lion re • uirements. 3 Flexible Products Company THeBond Average weight per patty 11.4 grams. Polyfoam Prod Inc. Average weight per patty 8 grams. Table 6: Attachment Res ce Exp ed a Moment - MI (ft-lbf) Adhesive Set S m for Sin Pa Tile de icatlon Malibu Tile Mecflum nt Polyfoam PolyPro TM Minim Attachment Resistance 86.614 46.56 rams of Pol Po foam Po Prom' row ddy placement of 24grams of PolyPro Table 7: Attachment Resistance Expres as a M ent ft-lbf) for Mortar Set Sy Tile Profile Tile Application A ent Resistance Malibu Tile Mortar Sell 20.60 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". 6 of 7 v.451WHIONR5,,VARE:off,=ffratiNgirnit,'.. FLORIDA IBU CONCRETE ROOF TILE LABEL, SUMTERVJLLE. PLANT (LOCATED ON UND OF TILE) NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 3/14/2013 9:17 PM 11032101.pdf lutp:Rww‘v.miamidade.gov/building/library/productcontroUnoa/1103... 6. Hu ING PE IT REQ TS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acce e. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NAIL PROFILE DRAWING APPROVED 7 of 7 MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 3/14/2013 9:17 PM 08041007.pdf http://www.miamidade.gov/building/library/productcontrol/noa/0804... 1 of 16 -401W' M IA M MADE sole BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAM1-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Ce 1, Teed Corporation (PA) 1400 Union Al Road, P.O. Box 1100 Blue Bell, PA 19422 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 other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESC I" TION: CertainTeed Conventional Built-Up-Roof System Over W - ; i ks ELING: 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. TEl INATION 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. ADVERTISE NT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0227.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. 410611118.1811111616111011111011‘ 1111WittniP4RFROE410161Wir' NOA No.: 1- 10.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 1 of 16 3/14/2013 9:11 PM 08041007.pdf Mtp:Rwww.m iam idade.gov/building/library/productcontrol/noaJ0804... WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL ATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be mched in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall 1 be # .Lied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached syste shall be • t to a maxim 1) design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insul 'on attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted.. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When 11 limitation is spec Hy referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will mot be applicable.) END OF THIS ACCEPTANCE 16 of 16 NOA No.: 08-0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 16 of 16 3/14/2013 9:11 PM 08041007.pdf http://www.rn iam idade.gov/building/library/productcontrol/noa/0804... Deck Type 1: Wood, Non-Insulated Deck Description: 1962" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. A11 General and System Limitations apply. Base Sheet: Th Fastening: All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. Ply Sheet Two or more plies of Flintglas Ply Sheet (Type 1V) or Flintglas Premium Ply Sheet _ (Type VI) or 415 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of ;Isprovecl asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 Ibisq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 ,v1 I./sq. Sta-Kool non-fibered aluminum coating or fibered APOC No. 212. Cap Sheet: Maximum Design Pressure: '-52.5 pot e General Limitation #7) 14 of 16 PPROVED! NOA No.: 08-0410.07 Expiration Date: 06/19/13 Approval Date: 10130/08 Page 14 of 16 3/14/2013 9:11 PM MAN 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 (786) 315 -2599 www.miamidade.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 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- 0228.18 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 3Mrm 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 Specifications TAS 101 Product Description 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 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft.3 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 Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25-7438-4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. 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. F —W F— , 2 MS 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. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 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 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. Nall through plastic came Underlayment ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) 10 In. Eave Closure Nall through plastic cement Underlayment Fascia Eave course only: Keep adhesive approx. 4 in up from weepholes Paddy (Beneath Tile) Nall through plastic cement 10 In. ,1-■.* '1, %11 411SysiLIIIP;X 40 Weephole Fascia Eave dos= Drip edge Underlayment 1 Paddy (Beneath Tue) Eave Course Eave course only: Keep adhesive approx. 41n. up from weepholes 1) Place enough adhesive to achieve 17 to 23 Optional 2xfs for steep p telt sposatiees square Inches In contact with the pan the To 1 In. From outside edge of2cover tile. 7‘. Then install the Ole. 2) Tum covers upside down. Place adhesive 1/2 In. 10 In. Underlayment 1 Nall through plastic cement Eave Closure Fascia Remov top portion of the eave course cover tie. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at save Inc. Eave closure (mortar shoo) Weephole Fascia Bo Sheathing Opdonal Point-up Mortar on longitudinal edges of tbe NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nail through plastic cement ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath me) Underlayment Eave Closure Nall through plastic cement Paddy (Beneath Tile) o I,go, 7 tn. i •4in. • ji: Eave Course Underlayment Fascia Weephole Eave closure Drip edge Nall through plastic cement Paddy (Beneath Tile) Underlayment Eave Closure Eave Course Fascia NOA No.: 12- 0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) I x 3 in. Single paddy on under- layment Single paddy under tile Single paddy on top of tile Eave course Off 2 In. X 7 In. medium size paddy eave Fascia course only Nail through plastic ceme Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 2 In. x 71n. medium size paddy eave course only 0.••• ter In.x 3 in. 41n. Single paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile /sr 3 in.x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 In. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7