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RF-15-2272 :r l / 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-242961 Permit Number: RF-9-15-2272 Scheduled Inspection Date: September 18,2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: GREENBERG,DAVID Work Classification: Repair Roof Job Address:534 NE 95 Street Miami Shores, FL Phone Number (786)333-8567 Parcel Number 1132060140820 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL&SUPPLY CO. INC Phone: 305-757-2612 Building Department Comments FLASH IN (2) NEW GOOSE NECKS INTO EXISTING TILE Infractio Passed Comments ROOF. REMOVE TILE SET(2) REPAIR FELTS RELAY INSPECTOR COMMENTS False TILE-HANSON HACIENDA FURNISHED BY OWNER FOAM SET Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid September 17,2015 For Inspections please call: (305)762-4949 Page 31 of.37 Miami Shores Village 10050 N.E.2nd Avenue NE E �•• Miami Shores,FL 33138-0000 Phone: (305)795-2204 V 3� �. z " Expiration:03/06/2016 ' Project Address Parcel Number Applicant 534 NE 95 Street 1132060140820 1031 FUNDING 8 REVERSE COR Miami Shores, FL Block: Lot: Owner Information Address Phone Cell 1031 FUNDING&REVERSE CORP. 681 ENCINITAS Boulevard (786)333-8567 ENCINITAS CA 92024- 681 ENCINITAS Boulevard ENCINITAS CA 92024- Contractor(s) Phone Cell Phone Valuation: $ 900.00 OBENOUR ROOFING SHEET METAL 1305-757-2612 Total Sq Feet: 12 Type of Work:Repair Available Inspections: Additional Info:FLASH IN(2)NEW GOOSE NECKS INTO E Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice# RF-9-16.66999 DBPR Fee $2'00 09/08/2015 Check#:7757 $114.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee-Repairs $100.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $114.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize abov ntractor to do the work stated. September 08,2015 Authorized Signature:OwnerVI Applicant / Contractor / Agent Date Building Department Copy September 08,2015 1 Miami Shores Village Building Department c �D 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 SEP U 8 2 15 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 � . FB/� bC tq t - Q BUILDING Master Permit No. lQ\0-- 3-r� - ! D PERMIT APPLICATION Sub Permit No..14- 15 ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION []RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP f CO('�NTRACTOR DRAWINGS JOB ADDRESS: 6-3 /V 6. , ( J� ,�J City: Miami Shores �9 County: Miami Dade Zip: Folio/Parcelt 09 s the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ! b 3 1 --FFc_ft j ) 'L w r-(e trSc �% Phone#: Address: A ti A City: State: -A Zip: !r,6L 4 g�-� Tenant/Lessee Name: Phone#: 86T 41 f Email• � CONTRACTO •Company Name: U Phone#: d Address: c City: &u �J In a rt'_S State: Zip: 3 Qualifier Name: 4rAdA CS Phone#: State Certification or Registration#: Ce- l 3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$T61 6 Square/Linear Type of Work: ❑ Addition ❑ Alteration ❑ New epair/Replace ❑ Demolition Description of Work: a- ccs 6 se A 0cs ! t, e, L-r !h C_+ Specify color of color thr the f�" e 'er �� `AS Submittal Fee$ Permit Fee$ _ r CCF$ Co/ C P ell, Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature— O R or AGENT CONTRACTOR The foregoing instrum l)was a.knowledged before a this The fore oing instrument was acknowledged before me this day of 20 ,by day of V G 20 l by ( � who is personally known to �,),4J'n eS who is personally known to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: A Sign:_ /l-- Sign: Print: , Print (i G� Seal: "" Seal: �psPaY PSB%, CATHERINE A.DUFF-IN +° `�+= Notary Public-State of Florida CATHERINE A.DUFFIN =�, a Iwy Comm.Expires Apr 15,2017 ,,� ��°• Commission#FF 8417 -�, Notary Public-State of Florida ' liE1�s** ��� •*s**�rwesa �a *tl $ybt# �€s�faa6 � r **seg** x�a��xs�a�x ** w•ww =tls X0;3 Commission N GF 8417 °'•;;,°;,',t:O�� 8pnded h Naiio ai ary A APPROVED B lans Examiner Zoning Structural Review Clerk (Revised02/24/2014) I SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOF IROOFI G t CONSIDERATIONS SEP 0 8 201 R4402.13.1 Scope. As it pertains to this section,it is the responsibility of the roofing contr Vo owner with the required roofing permit,and to explain to the owner the content of this section. a provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose f roviding that the roofing system meets the wind resistance and water intrusion performances arn lm ds (appearance)are not a consideration with respect to workmanship provisions.Aesthetic i su s su h as or architectural appearance,that are not part of a zoning code,should be addressed as pE rt c the igrec 1. between the owner and the contractor. ® c LU 2.Renailing Wood Decks:When replacing roofing,the existing wood roof d may ave o ` N enailed in accordance with the current provisions of Section R4403.(The roof deck is usu J )�.. to removing the existing roof system.) M § G \/ 3. Common Roofs: Common roofs are those which have no visible d Int of be e L ig or LU units (i.e. townhouses, condominiums, etc.) In buildings with commo ;bfs, her ofin z contractor and/or owner should notify the occupants of adjacent units of roofing work pe orm d. < Z 4.Exposed Ceilings:Exposed,open beam ceilings are where the undersid ig h� ofy k�n, C c ca be viewed from below.The owner may wish to maintain the architectural appearanc ,t er f%IZ4 oil C C nail penetrations of the underside of the decking may not be acceptable.This provides the option df this appearance. ; a c� 5. Ponding Water:The current roof system and/or deck of the building ms may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can'*be a'n indiLpatiQp of structural distress and may require the review of a professional structural engineer. PWORg mai,Jvvten ••• • the life expectancy and performance of the new roofing system. Ponding conditiong*rh'aynot be evident • until the riginal roofing system is removed. Ponding conditions should be corrected."'• •••• •••••• 6. Overflow scuppers (wall outlets): It is required that rainwater flow offN; hat the Gddf is not •.:..• over aded from a buildup of water.Perimeter/edge walls or other roof extensions maypjQgk this cWtIarge ••••v if overflow scuppers (wall outlets) are not provided. It maybe necessary to instal:ovb ow sjupAers in •• accordance with the requirements of Sections R4402,R4403 and R4413. 9 0 :***go '••••• • * .. : ... ...... 7.Ventilation: Most roof structures should have some ability to vent natural airflow th;Qdgb theW • interior of the structural assembly (the building itself).The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception:Attic spaces,designed by a Florida licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. InVrgNent"Ih%Wiaturee Date Contractor's Signature Property Address Permit Number r i / ■■■■■■■■■■■■■■■■■IIS:t■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Yii■V■ ■■■■■:■\\■■■►.I■■■■■II■I■■■�■11■■'!I Its \■■■■■■\■■■/■■■■■I■\■�1■■■■■ 1,717-1 Mo ■■■■■!■■\`\■�■■■■\\■III■■■■ :1■■L":JCJI■■■■■■■■\■I■■■■■II■I/■]■■■■■ ■■■■■■■■►,■■■■■r���������■\X11■\■'■■■I■■■■■■■■■► ■■■■■■11■rf�■■■■■■ ■IviJ■I■■■■�■■■■�\■■■■■!■II■■I■■■■'■■IIF■■■■■■■■■�\■■■■■11■■■■■■■■■ ■■■■■I■■■�'\■■■■\■■■■��■Ill■■I■�■■i■■►J■■■■■■■■■■�■■■■11■■■■■■■■■ ■■■■■I■II■■►�■■!i■■■■w���i■SII■N■w■■1■■■�■■■■■■■■■�\■11■■■■■■■■■ ■■■■■III■■■■\�■■■■■■f:,iir����J■\�■f11■�■■■■■■■■■_�������►11■■■■■■■■■ �!1 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/aera Hanson Roof Tile 1340 SW 34"'Ave Deerfield Beach,F`L 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building�pog including the High Velocity Hurricane Zone of the Florida Building Code. .• 0000,• • DESCRIPTION: Hanson Hacienda Double Roll Roof Tile "':" ••` 0000:. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,'Qit3t,.S'tate anropowing�• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein •:••* �• . 0• •0 • . . 60 00 . .00000 RENEWAL of this NOA shall be considered after a renewal application has been filed anMr'e�'has beenno change in the applicable building code negatively affecting the performance of this product. :...:. -.04. • • • • . •• • . ... 0000.• TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chlage id 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 NOA4 11-1031.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0917.07 JAPPRM ;coin Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Deerfield Beach, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements,do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Hanson"Hacienda" Length: 17%4" Low profile,interlocking,extruded concrete roof Width: 13" TAS 112 tile equipped with two nail hole and double roll %" thick ribs. For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips, w=varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION . . .... ...... 2.1.1. Deerfield Beach,FL. • ...... .... ...... 2.2 EVIDENCE SUBMITTED: •""• •" .... .... ..... Test Agency Test Identifier Test Name/Re xlt '•; ,••,• ate••••• .. .. .. . .... Redland Technologies 7161-03 PA 102 ...... Uec. 1991 ,:* 7161-03 PA 102(A) Dec 1991--:- 7161-03 991••:•7161-03 PA 108 Dec. 1911...; P0402 Withdrawal Resistance Testi$g of . Se t. 1993 screw vs. smooth shank nails 00 P0631-01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service Industries, 224-47099 PA 112 Sept. 1994 Inc. The Center for Applied 94-060B PA 101 March, 1994 Engineering,Inc. 94-084 PA 101 May 1994 25-7094-1 PA 102 Oct. 1994 25-7094-7 PA 102 Oct. 1994 25-7094-4 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test#MDC-76 NOA No.: 12-0917.07 M �; ED 1 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 2 of 6 t 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Repo rt Date 25-7183-1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb. 1995 25-7214-2 PA 102 March, 1995 25-7214-6 PA 102 March, 1995 Celotex Corporation Testing 528454-2-1 PA 101 Sep. 1998 Services 520109-2 Dec. 1998 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants,Inc. 2381-249 TAS 112 09/20/07 American Test Lab of South RT1024.01- 11 TAS 112 10/28/11 Florida 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slpMvr&ss stated otherwise by the underlayment material manufacturers published literature. .•. •••• "•• 3.6 This acceptance is for wood deck applications. Minimum deck requirements.shal4le in'c&pPanceavW.. applicable building code. •••:•• 0 • .0000 . 0000 0000 . . 0000 .... 96.00 0000 .. . 0000.. 0000.. 0000.. . . 0000.. 00 0 NOA No.: 12-0917.07 F ;Coup Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 6 4. INSTALLATION O 4.1 Hanson `Hacienda' 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 Welght-W(lbf) Length-I (ft) Width w(ft) Hanson Hacienda Tile 1 10.0 1.4375 1.08 Table 2: Aerodynamic Multipliers -X(ft) Tile X(ft ) Profile Batten Application Direct Deck Application Hanson Hacienda Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity-M9 (ft-lbf) Tile 3 12" 4"• 12" 619 • 12" 6"• 12" 7 12" or Profile 9reater Hanson Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Hacienda Tile Deck Deck Deck Deck Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 Table 4: Attachment Resistance Expressed as a Moment-Mt(ft-lbf) ...... For Nail-On Systems • • 00.6 ••••• Tile Fastener Type Direct Deck Direct Dgc 0.0 ;0 attenj•00; Profile (Min 15/32" plywood) (Min. 19132" RlyAgpd) 0 .6666. Hanson 2-10d Ring Shank Nails 27.8 37.4 ••09 ••••28.8 ••;••0 Hacienda Tile 1-10d Smooth or Screw 8.8 11.8**:**: *••0.04.1 **0** Shank Nail 00 .. •• 6604•6 2-10d Smooth or Screw 16.4 21.9: • : . 7.1 ....:. Shank Nails 0 0 ••" 0 1 #8 Screw 25.8 25.8 •• • 00 :022.9 • • 2#8 Screw 47.1 47.1 •• 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 43.0 67.5 50.9 Ii Installation with a 4"tile headlap and fasteners are located a min. of 2'/"from head of tile. NOA No.: 12-0917.07 Mwriaouwe cou= Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 86.61 3M 2-Com onent Foam Roof Tile Adhesive AH-160 45.5 4 Large paddy placement of 54 grams 5 Medium paddy placement of 24 grams Table 8: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhesive Set Systems The Tile Attachment Profile Application Resistance Hanson Hacienda Tile Mortar Set 2016'• 689 . • 5. LABELING . ' ' ' ...... ... ...... All tiles shall bear the imprint or identifiable marking of the manufacturer's•ftahe or log onor folio iag. 0000 statement: Miami-Dade County Product Control Approved". • .... .... ..... H nson * • w • HANSON HACIENDA ROOF TILE TILE 1DENTIFICATION MARK(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 the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0917.07 M44MaDAD;COUMY Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 PROFILE DRAWINGS FASTENER HOLES OVERLOCK l UNDERLOCK 13•• a 0000 0 •.9• 0090.0. .. . ., 0 . . . 0000.. .,9, .966., 066.6. .0000. 0000 0000 . . , 6 . 0000 9900 •...• HANSON HACIENDA CONCRETE ROOF TILE *6:00: .*0 0 00 00000 .. .. .. • 0000.0 f•0000 • f • • • . • • • . .0.00. END OF THIS ACCEPTANCE %0000' • . . 0000.. ,0 . . .06 .• . NOA No.: 12-0917.07 MIAMI•�9ADE COUN ••ROVED Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6