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RF-16-3376 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 BUILDING Permit No. 9T— %-33�1,;, PERMIT APPLICATION Master Permit No. FBC 20 Permit Type (circle): Building Roofing Owner's Name(Fee Simple Titleholder) :16.p SN16CW6 P142_A.eh%k" Phone# Owner's Address UCS IJP 91 s� City ,t"V&W%% sl%arti State F� Zip Tenant/Lessee Name_ Ipt Phone# N Email I -I- e Ata Lek Job Address(where the work is being done) 7 23-9 25- 135r W 9 k 5� . City Miami Shores Villa e County Miami-Dade Zip .3313 FOLIO/PARCEL# 11-2a,6- u,orio� h--�'SzF 91-7n 0% 0190l, NoO.e D1.0 011,0, ylao1 p1go0 01gto(ol00 Is Building Historically Designated YES NO ✓ Flood Zone Contractor's Company Name gp W)ah t-Into► enc Phone# �Ds6 y 35-_r/ Contractor's Address l2t S t LZ? th C,� City M 10,M t Stated Zip_ Qualifier Name_ �A r..A MAYI Phone# State Certificate or Registration No. & IS-4 Z Certificate of Competency No. 1336", Contact Phone 0s, �i.1135 S I E-mail_ �o Aw�.aA rpo-Nhf�'�t� (0 41 Architect/Engineer's Name(if applicable) QAA Phone# Value of Work For this Permit$ 41. 7_$1D Square/Linear Footage Of Work: Ubv bg�/ Type of Work: ❑Addition ❑Alteration []New 21*"Repair/Reppplace ❑Demolition Describe Work: Pse vvX PALtc bui�d� Or,,.Q w ��n4 Otl�c.►v bP PJ(cN o t rel, 1 fS L_5,L r Q Submittal Fee$ L Permit Fee$_ q�� CCF$ w CO/CC Notary$ Training/EducationFee$ p Technology Fee$ 4 /� Scanning$ Radon$ / DPBR$ P Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ See Reverse side 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 a ro I and a reinspection fee will be charged. Signature Signatur Owner or Agent 4"Contractoi The foregoing instrument was acknowledged before me this ;' The foregoing instrument was acknowledged before me this day of a tx ,2013 ,by li day of A i'1 20 L-?-_,by "Ii-rA 0-d M u who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: _ Print:, d h Print: rs My Commission Exp piri My Commission Expires: JOHN BOWERS MY COMMISSION#FF 004030 JOHN BOWERS •41AY'oU••• 'a€ EXPIRES:April 1,2017 MY COMMISSION#FF 004030 d:' Bonded Thr.Notary Public Underwriters EXPIRES:April 1,2017 Bonded Thru Notary Public Underwriters APPLICATION APPROVED �'' BY Plans Examiner Zoning Engineer Clerk checked (Revised 07/10/07) Miami Shores Village Building Department REC ' �'�'i► �� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 �� 4 t�01 Tel:(305)795.2204 Fax:(305)756.8972 `1G INSPECTION'S PHONE NUMBER:(305)762.4949 BY; BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER:Name(Fee Simple Titleholder): �jj or e- Pl&sw FA�>+- Lo•+dos• Phone#:3 uS'79 3-6 9S Address: 7!a NI- a I City: JAI(inn , rL State: t%l Zip: 33119 Tenant/Lessee Name: Phone#: Email: ''W dl JOB ADDRESS: Z S- 3 J City: Miami Shores County: a /- : 3'J138 Folio/Pazcel#: 11' 10 � Io 6 - 01 01 Di -0 wo Is the Building Historically Designated:Yes NOy Flood Zone: CONTRACTOR:Company Name: dm" 2oJing , Inc-- Phone#: 3c)5-2 0-,-�55J Address: /d/51 5u) 1 Z X Cf 1l 0 City: lam ; ��77 State: L Zip: 33 ) (?6 Qualifier Name: G�►rca KQ�m a r) , Ore„d c,�f ((�u (� phone#: 0 "Z 3 SI State Certification or Registration#: C (2 0,51 �1 0 Certificate of Competency#: Contact Phone#:3�5-- 260 y" 355/ Email Address: r0o1m a a roo f2 G,'C�(-/Qh ay•C-0M DESIGNER:Architect/Engineer: N 114 Phone#: Value of Work for this Permit:$ 4 i 010 Square/Linear Footage of Work: $O Type of Work: DAddition OAlteration ONew ORepair/Replace ODemolition Description of Work:�erv�� w��n� • �a•-c c�o� l►Ip A.r �eui. �jl evict C-0 - r�>qK Ic I N deSt.zsB Submittal Fee$ P% CO/CC$ _ Scanning Fee$ Radon Fee$ DBPR$ Bond Notary$ Training/Education Fee$Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S 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 I �(Y,- f qk,0tol 16 er-or Agent // Contractor The foregoing instrument was acknowledged before me this l0 The foregoing instrument was acknowledgeds before me thi day of ,201,by C'QXto� �[a�twt�L day of--,X'-)tc�y�i=20 j tom,by_KftfeA eJL M" , who is personally known to me or who has produced who is personally known to me or who has produced rl ice-•L-+) As identification and who did take an oath. Or mit, as identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: Sign: bww--- Sign: Print: a Print: MY COMMISSION k FF 004030 9� *A _ MY COMMISSION t FF 004030 My Commission Ex :� EXPIRES:April 1,2017 My Commission EXPIRES:April 1,2017 Bonded Thru Notary Public Underxriters Bonded Thru Notary Public Underwriters P Plans Examiner Zoning At RAVE)BY / g Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Permit Ivo. RF-12-16-33176 `5HortEs L�� Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE Work Classification:Tile Miami Shores,FL 33138-0000 Per I Permit Status:APPROVED Phone: (305)795-2204 �ORtDp' Issue Date: 116/2017 Expiration: 07/05/2017 Project Address Parcel Number Applicant 723 NE 91 Street Number: BLDG C 113206044001 Miami Shores, FL Block: Lot: SHORES PLAZA EAST CONDON Owner Information Address Phone Cell SHORES PLAZA EAST CONDOMINIUM 621 NE 92 Street - FL Contractor(s) Phone Cell Phone Valuation: $ 47,250.00 RODMAN ROOFING INC (305)264-3551 � Total Sq Feet: 6800 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF ENTRIE BUILDING Inspection Type-.-- Classification:Commercial Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $28.80 DBPR Fee Invoice# RF-12-16-62361 $6.00 01/06/2017 Check#:3210 $447.80 $50.00 DCA Fee $6.00 Education Surcharge $9.60 12/14/2016 Check#:3158 $50.00 $0.00 Permit Fee-New Roof $400.00 Scanning Fee $9.00 Technology Fee $38.40 Total: $497.80 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 zonin i bove-named contractor to do the work stated. January 06, 2017 Auth ri d ure: wner / Applicant / Contractor / Agent Date Building Department Copy January 06, 2017 1 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 10050 N.E. 2 Avenue Miami Shores,FL 33138-0000 Re: The shores Plaza East ` 723- 725 - 735 NE 91 Streeter-1, Miami Shores,FL 33138 Roofing Permit number: RF-12-16-3376 Dear Building Official: I Karen S. Rodman. President, 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"as adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Sign e of u lftf ing Agent Karen Rodman Print Name CCC051542 License Number State of Florida County of Miami-Dade Sworn to and subscribed before me this day of 2017 . ✓ Personally known Or produced identification .tidy pU// „�• JOHN BOWERS MY COMMISSION#FF 004030 p EXPIRES:April l 2017 Bonded Thru Notary Public Underwritem .4-f awarmE1 raves, M. A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE •, IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS �\ SITE SPECIFIC INFORMATION Owner's Name: Permit#:R-r /2/4,3 VA Job Address72--3-- 72-5 —7.3-:5- — A tf �L- Roofing Contractor: Type of Tile:&41�iiz 7;Z Eio Date installed: i Approximate Roof Height: 9 feet Roof Pitch: Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: 8,Pft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: 63 Z` —?-0/7 EST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST TEST LOCATIOP UPLIFT PULL TEST rEST LOCATIOIN UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST EST LOCATION UPLIFT PULL TEST 1 26 51 76 P, Z 101 126 2 27 52 77 102 127 3 28 1 53 78 103 128 4 29 54 79 104 129 5 30 55 80 105 130 6 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 59 84 109 134 10 1 35 60 85 110 135 11 36 61 86 111 12 37 62 87 112 137 13 38 63 88 113178- 14 8 14 39 64 89 114 139 15 40 65 90 115 140 16 41 66 91 116 141 17 42 67 92 117 142 18 43 68 93 118 143 19 44 69 94 119 144 20 45 70 95 120 145 21 46 71 96 1 121 146 22 47 72 97 122 147 23 48 73 98 123 148 24 49 74 . .'99::.:•.t'• s. 124• 149 25 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERI F PROTOCOL PA 106,THIS RO STATIC UP4T QUALITY CONTROL TEST. THIS TAS 106TEST HAS BEEN PE R M ED IN FULLACCORDANCE TO OUNTY,WITH NO DEVIATIONS. THIS REPORTSUBMITTED Jose A.Martinez Awl C4mVldne (neem P.E.#031509 , A-1 CONSULTI ��RS;INC. ' Tout Lab. Certific on 12-0228.21 Renews: 11-0607.01 4383 S.W. 701h Ct, Miami, Florida 33155 � Telephone(305)740-9550 • Fax(305)740-9550 ENGLISH: Cell (305)609-6388 • SPANISH: Cell (305)498-9804 . r ` A-1 CONSULTING ENGENTEERS WC. ROOF STUC'TURES CDS;SULTP+;C UPLIFT TEST EXPERTS L-AB. CERTIFICATION No.01-1224-5 4383 SW 70. CT, A LA'II FL. 33155 TEL.305-740-955 } F X305-740-9550 Owner's name: Permit#: RF-12153375 Job address: 723-725-735 SIE 91 ST I~a'9IA 'II SHORES L Roofing contras-tor: _ RODMAN R004T:I IG INC T�Te of tile: BARREL BARCELONA Date metalled: 03/20/2017 kpprornate roof height 19 feet Roof pitch: 3/12 Tipe of access to roof: Scaffold: Ladder: Other: -kppro: ate square footage of roof: 68,00ft? Required testing force: 35.Ihs Date tested: 03/24/2017 NLumber of tests: 13 � SKETCH OF ROOF 13c 3 _ s 55 1 ?1 1.. 1ti 5 - X1.2 123 - 11 1Vy - 1_- 121 1.2''" 1 - 1"- 3E SZ 11_ 11; 1.1:5 1.35 23 is;5 1'"_ 1"3 !C77 I-DE1 - E,5 t5 Y 115 1.13 1'a N-33 5 57 SE 11 133 132' 131 1K Reviced:: ASH Date: 03 '24/2017 Issue Date: 12/9/2016 s' FLORIDA ROOFING,SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION,INC. RSA 1-800-767-3772 •FAX(407)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: City Of Miami Shores Rodman Roofing, Inc. Bldg.And Zoning Dept. 12151 SW 128Th Ct 10050 Ne 2Nd Ave. Suite#108 Miami Shores, FL 33138 Miami, FL 33186 Attention: Rodman Roofing, Inc. This is to Certify that: 12151 SW 128Th Ct Suite#108 Miami, FL 33186 being subject to the provisions of the Florida Workers'Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND,4099 Metric Drive,Winter Park, FL 32792. COVERAGE NUMBER: 870-001010 LIMITS EFFECTIVE DATE: 1/1/2017 Workers'Compensation: Statutory-State of Florida Employers'Liability: $100,000.00 Each Accident EXPIRATION DATE: 1/1/2018 $100,000.00 Disease, Each Employee $500,000.00 Disease, Policy Limit REMARKS: Non-cancelable,without 30 days prior written notice,except for non-payment of premium which will be a 10 day written notice. Lic#"CCC051542, Karen Rodman" This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By: Brett Stiegel,Administrator Debra Guidry,C. CU, Un erwriting Manager FRSA-SIF FRSA-SIF Section AB MIMIAMI- E Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section A(General Information) FDD Master Permit No: Process No: -TVFD Contractor's Name: Rodman Roofing, Inc. 4 016 Job Address: Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile 19/mortar/Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof R(Re-Roofing ❑ Recovering ❑ Repair ElMaintenance Are there Gas Vent Stacks located on the roof? F1E Yes No If yes,what type? ❑ Natural ❑ LPGX Roof System Information // Low slope roof area(U) _- Steep Sloped area(ft.2) 8Ov(� Total(ft.Z) (o «8 Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapet%;. Perimeter Width(a'): Corner Size(a' x a'): •• •• • i Ito 111 � �•- • F f i G S- � Miami shores Village 3 APPROVED BY DATE DEPT r, 3 G►ti oft g tis _ IA°SCE WI't-1 ALL FEDERAL i I'd j f:,,l Cl;X,D 9F GU'_AT,ntiS Jile Roof System MIAMPDA E Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section D Tile Roof System Roof System Manufacturer:I t/ Notice of Acceptance Number(NOA): 1 a '0.7 2Z,A Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P1: P2: P3: `leO`7 Maximum Design Wind Pressures,(From the NOA Specific system): psf Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box. Deck Type: _(_X b_ Sh C,4*10t Optional Insulation. Optional Nailable Substrate: Optional Nailable Substrate Attachment Roof Slope: '712" Roof Mean Height: y ft Basesheet Type: •..' .• •• Method of Tile Attachment: s u ...... . ........... Fastener Type for BasesheetAttachment: ••••• Alternate Method of Tile Attachment per NOA: tua61 to •••• • . • Tile Underlayment(Cap sheet)Type::...:. ••••" Drip Edge Size&Gauge: x £ dv r ,2�.' v ,• • �. Tile Underlayment Attachment Method: Drip Edge Material Type: _• • c� Drip Edge Fastener Type: ( y N Tile Profile: Hook Strip/Cleat gauge or weight: Section E MIMIAMI A E Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the file attachment method is acceptable. P 1: 3 I_ X X -Mg: .aS =Mr1: _ l _ <_ NOA Mf P 2: -_�� 1 x X -Mg: =Mr2: J .11' < NOA Mf P 3: -IOa_�_ X X '_ f} _ �j L SL -Mg: =Mr3: � .`�1, <_ 3$ NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127' For Uplift based file systems use Method 3.Compare the values for F with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. P1: x1: "w: -W: =® xCos 0:F7=Frl:�<_� NOA F' P2: x1: = "w: = -W: = xCos 0:El=Fr2:�<_� NOA F' P3: x1: = xw: = -W: =� X Cos 0:F7=Fr3: 5 NOA F' Where to Obtain Information to complete tile calculations;••••; ,• •• ...... . .. ...... Where to Find ...... Description Symbol ••••• ;•••; • .... . ..... Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signe8'kd sealed 3)rVprofesgibRM* engineer based on ASCE 7. " '• •••• •••••• Mean Roof Height H Job Site . . . •;• Roof Slope 0 Job Site •••• •• .... Aerodynamic Multiplier Product Approval(NOA) •• • Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) = Tile Dimensions I length Product Approval(NOA) w=width f MIAMI.Ca4t1E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/sera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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: Barcelona 900 Concrete Roof Tile •600.6 0 000000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logapeit;, state.and following 6• statement: "Miami-Dade County Product Control Approved",unless otherwise noted hereitr.:•• • •• 6666.. 6666.. 6666.. RENEWAL of this NOA shall be considered after a renewal application has been filed grid tliare has. wAvo 6 • 6666. change in the applicable building code negatively affecting the performance of this prodt�- 6 6 0 6.• ., ••• TERMINATION of this NOA will occur after the expiration date or if there has been arevwQn or change in the 0• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anZprodusts•• 006. for sales,advertising or any other purposes shall automatically terminate this NOA.Failite tp%pmply with any 6 6 0• section of this NOA shall be cause for termination and removal of NOA. 6"' • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA#07-0220.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.02 MIAMI•DADE COUNTYM Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Barcelona 900 1= 17" TAS 112 High profile,interlocking,one-piece,'S' w= 13" shaped,high-pressure extruded concrete roof %2" thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete Width:varies roof pieces for use at hips,rakes,ridgesand varying thickness valley terminations manufactgr�d for ea`tite ••+••• profile. 6' ' •• • • 0000.. . .. 0.06.0 0000.. 2.1 MANUFACTURING LOCATION '••••• 0000 666666 2.1.1. Lake Wales,FL. ' •• + •6 •• •000 f0.000 2.2 SUBMITTED EVIDENCE: •••••• • 0000., Test Agency Test Identifier Test Name/Repor� 13at '•• • . 0000.• Redland Technologies 7161-03 Static Uplift Testing" Dec.'r191 • Appendix III TAS 102&TAS 102(A) 00 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) MuuHi•�e countrir NOA No.: 12-0222.02 ...� Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 7 Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3" Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4" Headlap,Nails, Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations • Walker Engineering,Inc. Evaluation 25-7584 '• •llecemler 1296 ••• • Calculations 25-7804b-8 ..".;• 25-7804-4&5 •••:.. 25-7848-6006000 .... . ..... Walker Engineering,Inc. Evaluation Restoring Moments Due 4Q..February.;QQ7 • Calculations Gravity *0*00 0 .... Nutting Engineers 122 TAS 112 :**:*:January 7007 . . NOA No.: 12-0222.02 Miaratinaoe CO Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (1 x w) Tile Profile Weight-W (lbf) Length-1 (ft) Width-w(ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers -X(ft) Tile a,(ft) X(ft') Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity- M9 (ft-lbfr.. : .. •• Tile 2":12" 3":12" 4":12" 6":12" 6"M2':" •7"'?2" or •• ••• Profile •••• greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens •Duct Battens Direst. .. 900 Deck Deck Deck Deck •• a *-o Deck• ..• 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 1 6.79 '• 7.61 64 7.4@- so 00:6 .4A••••••• *00 • • NOA No.: 12-0222.02 EC UNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 18 Screw 20.7 20.7 18.1 2 48 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Pol foam Product, Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment -Mf(ft-lbf) for Single Patty Adhesive Set Systems •••••• 9 9 0000.. Tile Tile Application MinimVm Attacl;rqenj •� Profile *964fstancd •••••• 000900 . • Barcelona 900 Polyfoam Pol ProTm .9 966.5 ;•••• Polyfoam Pol ProT"" •9.3 . "" • 0000. 3 Large paddy placement of 63 rams of Pol ProTM 000000 9999 ..;..' 4 Medium paddy placement of 24 rams of Pol ProTM 00,00, 0000 • 0000.. Table 7: Attachment Resistance Expressed as a Moment- Ng(ft-1bl) 0000.. for Mortar Set Systems •• ;• �; Tile Tile Attachment • Profile Application Resistance Barcelona 900 Mortar Set 24.5 5. Tile-Tite Roof Tile Mortar NOA No.: 12-0222.02 =MIAMRDADECouNrr Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ...... . .. ...... .... . ..... .. .. .... ...... . . . . ...... NOA No.: 12-0222.02 MAMMA coin Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK 3 5/8 17 " ' \ / 13 UNDERLOCK — BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE ;. ...... . .. ...... .... . ..... .. .. .... ...... . . . . ...... NOA No.: 12-0222.02 MIAMI- eCouNTr Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 MtAM1.1aADE MIAMI-DADE COUNTY +'►T PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy ICP Adhesives and Sealants,Inc. 12505 NW 440i Street Coral Springs,FL.33065 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 Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ICP Adhesives Polyset®RTA-1 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. •••:• 0000.. TERMINATION of this NOA will occur after the expiration date or if there has been a reviZ*169X change irk the •••• • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endoysea6iit of any product,fqr • sales,advertising or any other purposes shall automatically terminate this NOA.Failure to complywith all:�etion of;"'•; this NOA shall be cause for termination and removal of NOA. "" *sees. 0000.. 0000 00.00 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade CountX1~lorida,�ttd followed••*• by the expiration date may be displayed in advertising literature. If any portion of thr-WX. is displayed, they•� • it shall be done in its entirety. . •..... 0 0000.. .. 0000 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distr'Iwtors:and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1201.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0315.03 MIAMI•DADE COUNTY Expiration Date:01/03/21 Approval Date:04/07/16 Page i of 8 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset®RTA-1 as manufactured by ICP Adhesives and Sealants,Inc.as described below in this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with RAS 127. For use with approved flat, low,and high profile roof tile systems using ICP Adhesives Polyset®RTA-1. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives Polyset® N/A TAS 101 Single component polyurethane foam roof tile RTA-1 adhesive. PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset®RTA-1 roof tile adhesive. MANUFACTURING LOCATION: 1. Norton,OH. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.95 lbs./ft.3 0 6• :••••• •• •• Compressive Strength ASTM D 1621 7.8 psi 00 : •• • •• Tensile Strength ASTM D 1623 15 PSI Parallel to rise *Osseo 0• see*:* Water Absorption ASTM D 2842 4.6 Lbs./Ft2 •••••• 0 • Moisture Vapor Transmission ASTM E 96 1.94 Perm/Inch "0004. • • :0 0 Dimensional Stability ASTM D 2126 +0.89%Volume Change @7611 ,2 Wcelts• .. .. Closed Cell Content ASTM D 2856 54.1% 60:00: :000 00 00 •• Note: The physical properties listed above are presented as typical average values as de'terJul by ' accepted ASTM test methods and are subject to normal manufacturing variatioN 0 %•••:. :0900: goe• . :0000: so.* NOA No.: 16-0315.03 MIAMMADECOUNTY Expiration Date:01/03/21 • ' Approval Date:04/07/16 Page 2 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Southwest Research Institute 01-1208-025 ASTM E 108 06/16/98 PRI Construction Materials FOP-009-02-10 Physical Properties 12/14/10 Technologies,Inc. FOP-009-02-01 TAS-101 11/8/10 FOP-009-02-02 TAS-101 11/4/10 FOP-009-02-03 TAS-101 11/8/10 FOP-009-02-04 TAS-101 11/8/10 FOP-009-02-05 TAS-101 11/8/10 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. ICP Adhesives Polyset®RTA-I can be used with flat,low,medium and 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 ICP Adhesives Polyset®RTA-1 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _ w 2, F'= MS 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 946949 •• • % • • •4944• • •• 6666•• • 6666•• • • • 6666 • • • • • • 6.666• 6666 • ••i•• 6666•• 6666 6666• •• •• 6666 6946•• 99.4.4 � • • • 9 •4994• •44.4• • • • •949•• •• • 6666 • • NOA No.: 16-0315.03 MIAMMADECOUNTY Expiration Date:01/03/21 Approval Date:04/07/16 Page 3 of 8 INSTALLATION: 1. ICP Adhesives Polyset'RTA-I may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®RTA-1. 2. ICF Adhesives Polyset®RTA-I 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 ICP Adhesives Polyset®RTA-I shall provide sufficient attachment resistance to meet or exceed the resistance values determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset®RTA-I roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. 5. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after ICP Adhesives Polyset®RTA-I has been dispensed. 6. ICP Adhesives Polyset®RTA-1 placement 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 Typical Placement Weight per paddy(grams) Profile Detail Flat,Low&Hi Profile # 1 12 High Profile 2-Piece Barrel #2 12 LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. .0080! MIAMI•DADE COUNTY •„• •• •• ff-11 • • to 000, 0000!! • •! 004 • 0000!! • • • BUILDING PERMIT 0000!• REQUIREMENTS: •••• , • 0000.. As required by the Building Official or applicable building code in order to properly evaluate theinstallation of this a•;••, . 00!000000 00000 systestem. • m. 0000 0000 000000 0000.0 0 • • • 0 000000 00.000 • • 0 , • 0 0 0 000.00 00 0 0000 0 0 0 0 NOA No.: 16-0315.03 MLAM MAD ECOUNTY Expiration Date: 01/03/21 N111111111100 80•CT Approval Date: 04/07/16 Page 4 of 8 ADHESIVE PLACEMENT DETAILS PLACEMENT DETAIL#1 Strengthening d Pad on top of tib coryiected to paddy Uxkwside undue tie of tie Undedodc Eave course li 4veriodc Start Mriodc side paddy at tie course line. Start underiodc side paddy EaNe appro)dr-ddy 1" above tiie • aosure course line. ..... ...... .. ...... • Y •••••• •••• ••••• FLAT PROFILE •• •• •••• •••••• . . . • ...•.. NOA No.: 16-0315.03 C�Wilmuelm ECOUN Y Expiration Date: 01/03/21 • Approval Date:04/07/16 Page 5 of 8 PLACEMENT DETAIL#1(CONT... Pad on flop of tie connected to paddy underneath He. pan of tie Underiock Eave Overlock course line Start am lock side paddy at tie course line. Start undedock side paddy Eave arppro)amately 1" above tile Closure course line. ...... . .. ...... .... . ..... LOW PROFILE ...... .... ..... .. .. .... ...... . . . . ...... NOA No.: 16-0315.03 r LALM ADECOUt Expiration Date:01/03/21 Approval Date: 04/07/16 Page 6 of 8 PLACEMENT DETAIL#2 Paddy on flop d tie oomeeted to the two paddies p�� underneath tile. Pan of ti v �.y gip Eave oory se \ Gne Start paddy Lndemeath pan portion d file approAmately 1" above file Douse line. Eave dosue 0060. 0000.. 0000.. 0000.. 0000 0000.. HIGH PROFILE 0000.. 0000 0000. 0000.. . . . . . .0000:000. 0000.. . ...... .. 0000 NOA No.: 16-0315.03 MUMMADE MOCOUNTY Expiration Date:01/03/21 Approval Date:04/07/16 Page 7 of 8 t 1 PLACEMENT DETAIL#2(CONT...) • Two 2) -T'oblong Eave ^�\ paddes side b fi ouaw 6ne side Led ^ �\ \\ er panes One(l)-T'paddy on eadi sde ender \�>> Two(2) -10'oblong paddes side by side under pan tiles (eave aourseorty). K brtar em a dcsre 0000. 0 0 0 0 0 0 . . 0 0000% 0000.. :00*0: 2-PIECE BARREL PROFILE 0*000 0 ;...;. 000& 0000.. 0000 0000. .. 0• 0000 •00000 0000.. .' END OF THIS ACCEPTANCE ; • 0000.. . . 0000.. 00 0 0000 . . NOA No.: 16-0315.03 MIAMEDAD;COUNTY Expiration Date: 01/03/21 33 Approval Date:04/07/16 Page 8 of 8 t F 1 IO* SECTION R4402.13 HIGH VELOCITY!HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As�it pertains to the section, it is the respnsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govem the minimum requirements and standards of ttie industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 1• Aesthetics-Workmanshlp:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2• C , "- Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 3. 0C, 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 no' 4he occupants of adjacent units of roofing to be performed. 4 � r Exposed Ceiling' :Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore,roofing nail penetration of the underside 'of the decking may not be acceptable.This provides the option of maintaining the appearance. :•••:• i . • 5. CC— Ponding water:iThe current roof system and/or deck of the building may adt drain well Acd?my cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an inaioa$on of shcUrral distress and may require the'review of a professional structural engineer.Pounding may sWten tht life,, ;•••• expectancy and performance'of the new roofing system.Pounding conditions may not w1dent uQfll'tfl2' 00000 original roofing system is removed. Pounding conditions should be corrected. 0000.. 0000 0000.• i 00000. 000 0000 000000 6. Overflow scuppers(wall outlets):It is required that rainwater flows off V ttp the roof is not •• overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block ttfis discdar� a """ overflow scuppers(wall outlets)are not provided.It may be necessary to install overMw ssulpers in••• • :0 0*0 accordance with the'requirements of Sections R4402 R4403 and R4413. • 7. Ventilation:Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly(the building itself).The existing 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. G Owner/Agent's Signature Date Contractor Signa a Date t I ; Revised on 719/2009 LD f 1 # S 1 1 � Notice of Asbestos Fmm f . 7 � M IAM 1•DiADE L Florida Department of lr ,'�11111 Environmental Protection Division of Air Resource Management "Delivering Excellence Every Day" fDivision of Environmental Resource Management r Air Section 701 N.W.First Court 8th Floor Miami,Florida 33130-1540 a NOTICE IOF ASBESTOS RENOVATION ORDEMOLITION 4 I ; i Type of Notice (check one) ❑ ORIGINAL ❑ REVISED 10 CANCELLATION ,_,❑/COURTESY File# Type of Project 11 DEMOLITION 1:1 RENOVATION M ROOFING Process# ❑ ROOF OVERLAY(NO F_.YIST1A`G ROOF:tL4TERL4L TO BE DIST-BRED) IF DEMOLITION,WAS IT AN ORDERED DEMOLITION DYES & NO IF RENOVATION: IS IT AN EMERGENCY tENOVATION OPERATION? ❑YES E( O IS IT A PLANNED RENOVATION OPERATION? ep } ❑YES 19 NO 1. Facility Name: Address city 'i State Zip �-� County Site Surveyed by . 0000.. Building Size (Square feet.) No.of Floors F-7 (Age in Years ••• • ••••:• Prior Use: �� • •• ��•••• ❑SchooUCollege/[T 'v. ❑ Residence I ❑ Small Business ...• 0000.. 0000 Present Use: ❑SchooUColleg �iv. ❑ Residence ❑ Small Business Oth•• ••••• er • 0000 0000• { 1 000000 0000 0000.• ___ _ _ _ _ _ f _._ _._ ___..__0_000 . ___ -_ .- . • • •• • •• II. FacilityOwner: Phone No. ❑ • • . 0000.. Address .•. • :0000: City -- State ''. Zip -� 0000 I } III. Contractor's Name: . ` Phone No. Address "__- ;I a�_ ' O 8 City •CLM • State Zip Florida License# =0515 q;� Is the contr. e-rempt front licensure ander section 469./102(4)F.S. ❑YES ❑ NO ! i IV. Scheduled Dates. Asbestos Removal mm/d - ( dfyy). Start Date0/ / Finish Date E]/ / Demo/Renovation(mm/dd/yy): Start Date F-�/ F7/F--j Finish Date ❑/r7/F7 V. Procedures to be used(Check All That Apply): ❑Strip&Removal ❑Glove Bag ❑Bulldozer ❑Wrecking Bali R(Wet Method ❑*Dry Method ❑Explode❑Bum Down Other * MUST OBTAIN PRIOR DEP AP1'RO F•AL BEFORE, USING A DRF METHOD 4 VI. Procedures for Unexpected RACM: R. Asbestos Waste Transporter: Name C Phone No. City State zip®� VIII. Waste Disposal Site Name: ; (n LA Class - _n Address � � �� flVtw -. Ci , i _ _ �' State IX.Amount of RACM or ACM Square feet of surfacuig material C� Linear feet of pipe X. Additional Comments Cubic feet of RACM i{ff facility components No 196IX340s �edt5 Square feet of cementitious material Q33%M1 ng Abbe6-'G5 0 Square feet of resilient flooring �4�5 1 n 5 o n Square feet of roofing I certify that the above informationis correct and that an individual trained in the provisions of this regulation(40CFR Part 61, Subpart M1)will be on-site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hour hairen ecAm 91 leb -4 Olt Name of Owner/Operator ! PRINT or TYPE Date EJ/El / Contact Ph.#' _•• � • Signature of Owner/Operator" .... ----- .... ..... DERM USE ONLY: Postmark/Date Receivedca/o /o ,,,,•, �� •;��• .. .. .... ...... , s 4/1/2016 Property Search Application-Miami-Dade County OFF11" E OF THE PROPERT"' APPRAISER Generated On ;4/1/2016 Folio Sub-Division Owner Address 1 11-3206-044-0110 SHORES PLAZA EAST CONDO CASTULO REVELO JTRS 725 NE 91 ST UNIT: 1-D VICTORIA REVELO JTRS Miami Shores 2 11-3206-044-0120 SHORES PLAZA EAST CONDO RAFAEL RODRIGUEZ 725 NE 91 ST UNIT:2-D Miami Shores 3 11,3206-044-0170 SHORES PLAZA EAST CONDO MARIBEL MEDINA 725 NE 91 ST UNIT 3D RENE MEDINA Miami Shores 4 11-3206-044-0180 SHORES PLAZA EAST CONDO JORGE IRIZARRY 725 NE 91 ST UNIT:4D Miami Shores •• ••• • • • • • •• • •• • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4/1/2016 Property Search Application-Miami-Dade County E P W-) OPERTY APPRAISER 0FFlb'% E OF TH Generated On :4/1/2016 Folio Sub-Division Owner Address 1 11-3206-044-0130 SHORES PLAZA EAST CONDO VICTORIA NEWTON DUNN 735 NE 91 ST UNIT: 1-E SYLVAIN FABER Miami Shores 2 11-3206-044-0140 SHORES PLAZA EAST CONDO JULIETA MASULLO 735 NE 91 ST UNIT:2E Miami Shores 3 11-3206-044-0190 SHORES PLAZA EAST CONDO CORNELIA VOIGT 735 NE 91 ST UNIT:3E TERRENCE SHEAHAN Miami Shores 4 11-3206-044-0200 SHORES PLAZA EAST CONDO DAVID LEE NOVAK 735 NE 91 ST UNIT:4E Miami Shores . .• • • • . ••• . •• ••• •• • • • •• • ••• • ••• ••• ••• •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 4/1/2016 Propertv Search Application-Miami-Dade County " Em E int;•rte' APPRAIbr' Generated On :4/1/2016 Folio Sub-Division Owner Address 1 11-3206-044-0090 SHORES PLAZA EAST CONDO GIRTON ROAD INVESTMENTS LLC 723 NE 91 ST UNIT: 1C Miami Shores 2 11-3206-044-0100 SHORES PLAZA EAST CONDO EMILIO ALVAREZ 723 NE 91 ST UNIT:2C Miami Shores 3 11-3206-044-0150 SHORES PLAZA EAST CONDO LINKING DOTS LLC 723 NE 91 ST UNIT:3C Miami Shores 4 11-3206-044-0160 SHORES PLAZA EAST CONDO JEANNETTE BREEVELD JTRS 723 NE 91 ST UNIT:4C PAMELA ABANDANON JTRS Miami Shores •• ••• • • • • • •• • • .• • • • • • •• o • • • ••• • •• • • • • • • • • • •• • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 2015 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT#726432 1 1 Apr 28, 2015 Entity Name: SHORES PLAZA EAST CONDOMINIUM, INC. Secretary of State Current Principal Place of Business: CC5656113347 745 N.E.91ST ST MIAMI SHORES, FL 33138 Current Mailing Address: 745 N.E. 91ST ST MIAMI SHORES, FL 33138 FEI Number:59-0597536 Certificate of Status Desired: Yes Name and Address of Current Registered Agent: ZARAGOZA,OSCAR 745 NE 91 ST ST MIAMI SHORES,FL 33138 US i - t The above named entity submits this statement for the purpose of changing its registered office or registered agent;or bath,in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Off'icer/Director Detail : I I Title PD I i ; � 1 Title VD Name GONZALEZ,ROBERT ' Name TALAVERA CARLOS Address 9120 NE 8TH AVE,APT 4G Address 726 NE 92ND ST,APT 7L City-State-Zip: MIAMI SHORES FL 33138 City-State-Zip: MIAMI SHORES FL 33138 Title STD Title D Name ZARAGOZA,OSCAR Name DE ROJAS,JORGE Address 726 NE 92ND ST,APT 1 L Address 9140 NE 8TH AVE,APT 4H City-State-Zip: MIAMI SHORES FL 33138 City tate-Zip: MIAMI SHORES FL 33138 Title D ! Name ACOSTA,CECILIO •••••• Address 736 NE 92ND ST,APT 2K •• • •• + • City-State-Zip: MIAMI SHORES FL 33138 • •••••• •••• ••••• •• •• •••• •••••• • • • • •••••• •• • Goof • • • • • I herebyeet*that the intoormatim hxftated on this report orsupptementai report is Mie and aacurate and that my elechonic sgnature shall have rhe same legal effect as lrmede under oath,•that lam an ofterordkecforofthe corporatron or the receiver or bustee empowered to execute this report as required byChapter 617,Flodda Statutes and that my name appears above,Cron an attachment wtth ao otherlike empowered. I SIGNATURE:OSCAR ZARAGOZA! SCTY/TREASURER 04/28/2015 Electronic Signature of Signing Officer/Director Detail Date } 4 i i f I 1 EAVf-EW FINAL M OF F"-' IY.Y"z��: 1V 1 R ,SaURCES IMA' AGEMENT SIG 't1R ,_ LTE: Z u 0000.. 0000.. 0000.. 0000.. 0000.. 0000 0000. . 0000 0000. 0000 0000.. 0000.. 0000 0000 0000.. ..0000 0 .. . . 09000: . 0000 0..0 . . . `M-Le FA �<ORIOP SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance'standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2• Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). "--'1 - 3. L� -� Common roofs:Common roofs are those which have no visible delineation between neighboring units(i.e.,townhouses,condominiums,etc.)In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 5• Ponding water:The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate)in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system.Pounding conditions may not be evident until the original roofing system is removed.Pounding conditions should be corrected. s• Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. C 7• Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly(the building itself).The existing 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. 4- Owner/Agents Signature Date Contractor Signat a Date Revised on 7/9/2009 LD