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RF-15-547 A-1&%M W FAMEP25, Jam: A-1 CONSULTING ENGINEERS , INC ROOF STRUCTURES CONSULTING HELP /! ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE ROOF PROBLEMS??? IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit Job Address: Roofing Contractor: CAP Type of Tile: Date installed: Approximate Roof Height: 12— feet Roof Pitch: 13 / Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof: ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: EST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST rEST LOCATIO UPLIFT PULL TEST TEST LOCATIOt UPLIFT PULL TEST rEST LOCATIO1 UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST 1 26 51 76 101 126 2 27 52 77 102 127 3 28 1 53 78 103 128 4 29 54 79 104 129 30 55 80 105 130 31 56 81 106 131 7 32 57 82 107 132 8 33 58 83 108 133 9 34 1 59 84 109 134 10 35 60 85 110 135 11 36 61 86 111 136 12 87 62 87 112 137 13 38 63 88 113 138 14 39 64 89 114 139 1540 65 90 115 140 16 A 41 ;,;¢6 ". 91 116 141 17 42 � 7 W';'¢ 92 117 142 18 43 93 118 143 19 44 q9 94 119 144 20 45 - >s 5 120 145 21 46 T m R. , 71 96_ 121 146 22 47 97 122 147 23 48 98 123 148 24 49 74 99 124 149 25 50 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS. THIS REPORT SUBMI BY: ; Jose A.Martinez P.E.#031509 A-1 CONSULT NGI EERS, INC. Lab. Ce i i a*on#0 -0306.03 Renews:01-1224.05 4383 S.W. 70th Ct Miami Florida 33155 • Tel - _ , Telephone 305 740 95 p ( ) 50 Fax(305) 740 9550 ENGLISH: Cell (305) 609-6388 • SPANISH: Cell (305) 498-9804 f -( r t i I A-1 CONSULTING ENGINEERS El%TC. ROOF STUCTUTRES CONSULTINGUTLIFT TEST EXPERTS L-AB. CERTMCATION No.01-1224-5 4383 SW 70. CT.. All-AXII FL. 33155 TEL.305-7740-9550 F-AX.30.1-5-740-9550 O-Amer`s name: Permit#: job address: 134 NE 100 ST MIAMI SHORES FL. Roofing contractor: -M 3 CONSTRUCTION GROUP. Type of tile: . I=N TEGRA VALENCIA. Date installed: Approximate roof hieipght: 12 feet Roof pitch: 31/12 Tipe of access to roof: Scaffold: Ladder: Other: Approximate square footage of roof: 1,2 ft2 Required testing force: 35 lbs Date tested: Number of tests: 5 SKETCH OF ROOF 2 3 5 lie` iced: JMM Date: 4/6/2015 �- �, r �' �,u 3•� sa '3 � s z J Rhs y Miami Shores Villageai ) 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 3 Expiration: 09/13/2015^ Project Address Parcel Number Applicant 134 NE 100 Street 1132060132150 Miami Shores, FL 33138- Block: Lot: COLLIN AND TRACY ROSS Owner Information Address Phone Cell COLLIN AND TRACY ROSS 134 100 Street (305)494-3557 MIAMI SHORES FL 33138- 134 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 840.00 RIES CONSTRUCTION CORP (305)265-5000 __. .. _... ..__ _......,_ Total Sq Feet: 120 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Up Lift Report Scanning:4 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 $0.60 Invoice# RF-3-15-54776 DBPR Fee $3.75 DCA Fee $3.75 03/17/2015 Check#: 1200 $221.10 $50.00 Education Surcharge $0.20 03/12/2015 Credit Card $50.00 $0.00 Permit Fee-New Roof $250.00 Scanning Fee $12.00 Technology Fee $0.80 Total: $271.10 In consideration of the issuance to me of this permit, I agree to `orm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, ements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done b her myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOW OORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informs io curate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na c ractor to do the work stated. March 17, 2015 Authorized Signature:Owner / Applicant / tactor / Agent Date Building Department Copy ` March 17,2015 1 Miami Shores Village Building Department 20,5 MAR 12 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 t INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No. 'E& --li-/V--� PERMIT APPLICATION Sub Permit No.0 15— .1�y �-- ❑BUILDING F-] ELECTRIC ROOFING ❑ REVISION ❑ EXTENSIO7N ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: j /� eq -f / �� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //Z 2--06 i,,rr? Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ,, Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): 66 A tj SS Phone#: 3 OJ V-94 3, X-91 Address: 1-3 (,1- '�e / J e), -/J�-�-e_ City: "//rte-� / slily FZ�J State: �`Z Zip: 331-3.9 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: e-l' .�'7-cJ�,� �++ Phone#: 34"J' 2,6- Address: / .7 L'u /0 & City: M tState: / Zip: Qualifier Name: Phone#: 3a.- 9J' -3P 3N/-3 State Certification or Registration#:' C'c C 13 Z--7 3-,69_3 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for rtthis /Permit:$ 41>40 n L-3 Square/Linear Footage of Work: / 12-to S 1`' C/ Type of Work: 2--Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: lUe- % - 7 V4 �+ �, 40 ,-7 !i 4 `2a •� ti ��s-t�t� tic i .✓yr ry! e -ane t Specify color of color thru,tile: eZe:_-7o- Submittal Fee$ Z> L Permit Fee$ CCF$E ..� .�,-.• ,, S � t„� Scanning Fee$ "radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ Q - �o S TOTAL FEE NOW DUE$ (Revised02/24/2014) fT Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not a appro ed an rei spection fee will be charged. Signature Signature OWNER or AGENT CONTRA/OR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this `S//'_ 1 day of M��„ 20 (S by day of �lAy 20 15 by wlkt\V^ SSS who is personally known to 'E�SGojpedo who i ersonally known o me or who has produced OkWeA'� �t CItn/7,s? as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: "4& v Sign: Print: �" 'DNi✓t� Print: �� I `b\Iy1G1 •�Nwp y�. ire)•r� Seal: ,,�* MICHELLE MOLINA Seal: "'Mal PliB��i Notary Public-State of FWW& MICHELLE MOLINA Se ' My Comm.Expires ��» p 19,2017 :,. : Notary Public•State of FI �F� Commi Ion FF 055738 s� My Comm,Expires Sep 19 ********** �ne,�.a APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION 4 CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 ESCOBEDO, MANUEL RIES CONSTRUCTION CORP 12697 NW 10TH LANE MIAMI FL 33182 Congratulations! With this license you become one of the nearly - one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range Q�Qv STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong. � PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CCC1327583; ISSUED::,09/25/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information CERTIFIED ROOFING;CONTRACTOR about our divisions and the regulations that impact you,subscribe ESCOBEDO,MANUEL,.., to department newsletters and learn more about the Department's RIES CONSTRUCTION-CORP- initiatives. Our mission at the Department is:License Efficiently, Regulate Fairly. We constantly Y Y Y anti strive to serve you better so that you can serve our CERTIFIED under the provisions of Ch. 489 FS. customers. Thank you for doing business In Florida, 1S CER p and congratulations on your new license! Expirattondate:Auc31,2016 U409260003179 DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC1327583 The ROOFING CONTRACTOR Named below IS CERTIFIED .� Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ESCOBEDO, MANUEL RIES CONSTRUCTION CORP` 12697 NW 10TH LANE MIAMI FL33182:` ,. a .�ti'. ISSUED: 09/25/2014 DISPLAYAS REQUIRED BY LAW SEQ# L1409250003179 007924 Local Business Tax Receipt Miami-Dade County, State of FloridaB' 'T THIS IS NOTA BILL - DO NOT PAY 6010045 BUSINESS NANIE&OCATION RECEIPT NO. EXPIRES RIES CONSTRUCTION CORP RENEWAL SEPTEMBER 30. 2016 12697 NW 10 LA 5270755 Must be displayed at place of business MIAMI FL 33182 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENTRECENED RIES CONSTRUCTION CORP 196 SPECIALTY BUILDING CONTRACTOR By TAX COLLECTOR Worker(s) 1 CCC1327583 $75.00 09/29/2014 CREDITCARD-14-041502 This Local Business Tax Receipt only Confirms payment of the Local Business Tax.The comply with is nota license. pemrit;or a certification of the holder 7qualitiicatioas,to do business.Holder stoat complywbll airy govoralnsnfai or songoneromentatregulatory IawsatW requirements which apply to the basiasil The RECEIPT ft above must be displayed on an Cstemarciel vehicles—Wilaud—Dads Code Sec tla-276. For orate adsnnation.visit amidedwAmIlubt DATE AC"V CERTIFICATE OF LIABILITY INSURANCE 03/12/2015 03!12(2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(sj PRODUCER CONTACT NAME Macpherson Insurance Agency PHONE 305.669.5288 305.669.5219 55 Merrick Way,Suite 408 AD mailQa mac hersonagenc .com Coral Gables,FL 33134 INSURER AFFORDING COVERAGE MAIC# iNSURERA:Preferred Contractors Insurance Co. INSURED INSURER B Ries Construction Corp. INSURER C'. 12697 NW 10th Lane INSURERD: INSURER E: Miami FL 33182 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1� TYPE OF INSURANCE AUM B POLICY NUMBER, POLICY EFF MIMMILICY LIMITS A X COMMERCIALGENERALUABILITY y PC2608605-00 11/18/201411(18/201 EACH OCCURRENCE S 1,000,000 E f0-�RE�TED -- CLAIMS-MADE OCCUR i PR- IBES Ea occurrence $ 50=�0 MED EXP(Arry one person) I.$ 5,000.... PERSONAL&ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1.000,000 JPECT —]LOC PRODUCTS $ 1,000,000 POLICY a OTHER: 1 1 $ CQMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY a aBdent ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per amdent) $ AUTOS TOS NONOWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS i Per aaWe UMBRELLA LIAB OCCUR EACH OCCURRENCE $ r EXCESS LLAB CLAIMS-MADE I AGGREGATE $ DED RETENTION$ I _ $ WORKERS COMPENSATION PER AND EMPLOYERS LIABILITYY ___STATUTE_ ER ANY PROPRIETORIPARTNERIEXECUTIVE j�NI A Ek EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? �___J (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ tf yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addkiorlal Remo is ScheOdq may be M Uched I more space Is required) BLANKET ADDITIONAL INSURED,ENDORSEMENT NO.24 10 07. Certificate Holder is named as Additional Insured,with respect to the Liability arising out of the activities or operations of the Named Insured. Subject to$1,000 Deductible per claire. CCC1327583 CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE L Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village FL, 33138 AUTHORIZED REPRESEOTNE ®1988-2014 ACORWCORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 9/30/2014 EXPIRATION DATE: 9/29/2016 PERSON: ESCOBEDO MANUEL FEIN: 205155845 BUSINESS NAME AND ADDRESS: RIES CONSTRUCTION CORP 12697 NW 10 LN MIAMI FL 33182 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation it,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 • • • ■K!■i■!"�4■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■w■■aa■du■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Iiir:�r��w:t■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ---------------- ■■■■■■■■■■■■■■■■■■■■■■■■■■■r■i■■■■■■■Ir•. u� n .�• ■■■■■ ■■■■■■■■■■■■ti■!I■■■■■■■■�■■■�■■■■/■■■■1' 3� t■■■■ ■■■■■■■■■■■/-�7ii/6=�7iI,\til/.+�:T�i7■IB�� '•,■1 a tzc: 3 ' •im■■■ ■■■■■■■■■■■r.ra;��ll■o■c■�aa■ry�w■rasa�.:■■1 �� ■■■■■ Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Foran Section D (Steep Sloped Roof System) Roof System Manufacturer: a ley 114 Xe i z:;,o) Product Approval Number: N94 O S4/SL,/0 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Maximum Design Pressure Product Approval Specific System: 3 Method of Tile Attachment: AW Ae -i✓P- ' Q Steep Sloped System Description Deck 7Vpe: �voo �J f8 C16Y- 1401 vwvoc� Roof Slope: Type Underiayment: 30 ;;E&J 1E ,TY e JJ- : 12 J: 12 Insulation: A//A Fire Baffler: )VIA COn�o ,� �, Ridge Ventilation? Fastener Type&Spacing: t 1 q- 2S �--7-4 j pori 7- t> Adhesive Type: /tea f f7/, "9- - G,Q \Roof t: Oo/j►.rbc 14 Tv .. ... ering: t,SMean Roof Height?. YPe&Size Drips dge: -31 I)e ,3 ... . . . . ... Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mf.If the M.values are greater than or equal to the M, values,for each area of the roof,then the the attachment method 1s acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,• - *J-x V,,)S2-= i1- -Ma: 77.10=M„ 4•>V- Product Approval M, (P2:-If- /x XYZ=Z"I' -K: -7'10=M11/('-6�v Product Approval Mf 34f- 3 (P,:' r fx xb"2S2_2 _ -K: �-t O_M. 16-8&Product Approval Mf �e- Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M.)From Table Below Product Approval M, AKIf Requirad Moment Resistance" Mean Roof Heigh-� Roof 15' 20' 25' 30' 40' 2:12 34.4 35.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 `Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tie systems use Method 3.Compare the values for F'with the values for F,.If the F values are greater than or equal to the F,values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= )-W: x cos M - =F,r Product Approval F' (Pz: x 1: = x w:= )-W: x cos 0: - =F,2Product Approval F (P,: x 1• = x w:=_ )-W: x cos 0: - =F,3 Product Approval F' Where to Obtain Information Description Symbol Where to find Pressen P1 or P2 or P3 RAS 127 Tactile 1 or by an engirmerkV analysis prepared by PE based on ASCE 7 Mean Roof Height H Job She Roof Slope a Job She Aerodynamic WW •1,• • Fmclud NEW Restoring Moment due to Old. •• Atlachment cR • • Required Moment Resislonce W4 ' 'Caiceteted •• Minimum Attachment Resislum F Product Approval Required Uplift Fi Celoulatad Average To V980C W • Tile Dimensions w Mldtlt i m/uU APPI i All calculations must be submitled to the SkAmfty at N*tbrre at permd application. ••• • • • • ••• . ... . . . . .. 00* go ... ... • go: 00 . „ .. • 00: R~ 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.Theo s initial in the designated space indicates that the item has been explained. 1• Aesthetics-Workmanship:the workmanship provisions of Section R4402 are for the purpose of prove ing 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). 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 hold notify the 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. 5. Ponding water.The current roof system and/or deck of the building may not drain well and m cause water to y may pond(accumulate)in 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 15fi ngsystem is removed.Pounding conditions should be correcteds• Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimetededge 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 acro a 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 of8c structure •mbly Ithi&Uli #1 4j.Tfl0 existing amount of attic ventilation shall not be reduc t y be efi Ito In�i�er ad• 4 4ating which can result in extending the service life of the roof. • •.• .: : . .. J. Owner/Agee s Signature• ate- "tr3ct4r Signature Date : • Revised on 7/9/2009 LD . .. .. . . . .. .. ... . . . ... . Miami Shores Village evil Building Department -� 10050 N.E.2nd Avenue �- .►a Miami Shores, Florida 33138 ��ORir'DP' Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3 / 10050 NE 2nd Ave Miami Shores, FI 3313388 ) / _� D rpt Re: Owner's Name: © /l/ z Property Address: ti£ �� /�i �.�.'g- Roofing Permit Number: Dear Bui�' g Official: I �j� 14sS certify that I have improved the roof to wall connections of the referenced property as r by the Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Residential Struct s as adopt b t lorida Building Commission by Rule 98-3.047 F.A.C. Signa Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this S day of WVLAA 20—IS Notary Public, Sate of Florida at Larld ••' ... ... •• •,,.•', 'Yt" ,- MICHELLE MOLINA (SEAL) •• • • =: c Notary Pubtic-state of Florida ••' • ••' : 'n My Comm Expires Sep 19,2017 FINAL COMPLIANCE Comm+ssien # FF 055738 `•nnu Revised on 5/21/2009 ••• • • • • • • • • • • • • • • • i see :00 004, • ••• ••• ••• • • • • • • • •• • • • •• • • • ••• • • • • • • • • • • •• •• • • • •• •• • • ••• • • • ••• OR Miami Shores Village y.�.193Z , U1111" 10050 Depadment ,,, ,nes 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �Nr�,r►� Tel: (305) 795.2204 �lORiDA Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT c�m C- C-C, licensed as a(n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: C <a C /S/a i .3 On or about , I did personally inspect the roof deck nailing (Date 8 6me) work at /�3 � �C /00 1�f•�,� / Y/��t�_i )=L- 313 �.3 e_1 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. . . . • •• • • • • ••• • ••• • • • • • • • • • Sworn to and subscribed before me this day of \ °„Y MICHELLE MOLINA Notary Public.state of Florida •,, • • • • • ?w„ oma: My Comm Expires Sep 19,2011 Notary Public, Sate of Florida at Large T, 'y : •• „;�: Commission # FF 055738 ... . . . . ... . . 'General,Building,Residential,or Roofing Contractors o*ny iVividuai oe under 4$F.S. make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deci:fcr ftec&F • • • • M iAM i•D1ADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 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.miaMidada.2ov/building/ Entegra Roof Tile,Inc. 1289 NE 9h Ave. Okeechobee,FL.34972 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 (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. BNC 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: Valencia Spanish"S"Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA jhal4bq prAdedfd the user by the manufacturer or its distributors and shall be available for inspection at the fob Site 4ijemuest.ofthe Building Official. .• •.• .. Y • • •• This renews NOA# 10-0518.02 and consists of pages l through 6. The submitted documentation wastmyigmd by t!lex.Tigera. • 000 • •• :• • .�'.',' NOA No. 11-0414.10 Expiration Date: 06/07/16 MIAMt DARE COUPRY Approval Date:05/26/11 •�• •�• Page 1 of • ... .. .• ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete I. SCOPE This revises a roofing system using Entegra Valencia Spanish "S" Concrete Roof Tile, as manufactured by Entegra Roof Tile Inc. in Okeechobee,FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code, for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Suecifications Description Valencia Spanish"S" 1= 18" TAS 112 High profile, interlocking,one-piece,"S" W= 10 ''/o" shaped,concrete roof tile equipped with two nail holes.For mechanical, mortar set or adhesive set applications. Trim Pieces I=varies TAS 112 Accessory trim,concrete roof pieces for use w=varies at hips,rakes,ridges and valley varying thickness terminations. Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee,FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies P0647-01 Wind Tunnel Testing Aug. 1994 PA 108(Mortar Set) Redland Technologies ••• P0402Withdrawal Resistance Testing Sept. 1993 • • • • • • • • • • -of screw vs. smooth shank nails The Center for Applied ••• •;9!4•-b8 '. Static Uplift Testing May 1994 Engineering,Inc. 00 "' '• 0.6 PA 101 (Mortar Set) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. •'• ' •• 000 • • PA 101 (Adhesive Set) ' '• • • •• • •` • ' NOA No.11-0414.10 Expiration Date: 06/07/16 MIAMI•DADE COUNTY Approval Date: 05/26/11 . • , •;• ; : : : ':' : ' Page 2 of 6 • . . ••• • i •• • • • f • ••• ••• • • ••• • • • • •• • • i • • • • • • • ••• ••• ••• f • • • • •• • • • • •• • • •• • • • •• • • •• • 60 • • ••• • • • • 0:0•• • • • • • • • • • • •• •• • 000 f• •• • The Center for Applied 25-71834 Static Uplift Testing Feb. 1995 Engineering,Inc. PA 102(2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering,Inc. PA 102(1 Quik-Drive Screw, Direct Deck) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug, 1994 PA 108(Nail-On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-78 PA 100 Nutting Engineering 13343.1 Physical Properties June 2007 TAS 112 Celotex Corporation Testing 520111-3 Static Uplift Testing Dec. 1998 Service 520191-2-1 PA 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Oct 2007 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Restoring Moment Due to August 2007 Gravity Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering 13343.1 Physical Properties March 2009 TAS 112 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix`A'. Such testing shall be submitted to the Building and Neighborhood Compliance Department—Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. . . . . . . . . •• NOA No. 11-0414.10 ... . . . ... . Expiration Date: 06/07/16 MIAMhDADECOUNTY Approval Date:05/26111 • Page 3 of 6 . . . . . . . . . . . .. .. . . • •• .. ... . . . ... . . Go* 000 0:0 :00 0:6 *00 : : .0 0 : 0. . : 0.0 0.0 0: 000 0: :0. 0:0 : : : 0:0 : :0: : . : : :0 0: .:o 0.0 :0 0: .:o 4. INSTALLATION 4.1 Entegra Valencia Spanish"S"Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118,RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight W(ibf) Length-1(ft) Width-w (ft) Valencia Spanish"S"Tile 11.1 1.5 .854 Table 2: Aerodynamic Multipliers -X ft Tile x(ft ) (ft ) Profile Batten Application Direct DeckApplication lication Valencia Spanish "S" Tile 0.232 0.252 Table 3: Restoring Moments due to Gravi -M ft-Ib Tile 3" 12 4":12" T* 12" 6":12" Greater than Profile 7":12" Valencia a e Direct Battens Direct Battens Direct Batten Direct Batten Direct Spanish "S" Tile ns Deck Deck Deck s Deck s Deck 6.70 7.10 6.60 7.00 6.46 6.84 6.30 1 6.67 4.08 6.48 Table 4: Attachment Resistance Expressed as a Moment-Nh(ft4bf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 1513211.plywood) (min.19/32"plywood) Valencia 2-10d Ring Shank Nails 28.6 41.2 19.4 Spanish "S" 1-10d Smooth or Screw 5.1 6.8 2.8 Tile Shank Nail' 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip)' 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip)' 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field(Xioj • • •• 2-10d Smooth or grew •• 1• 38.1 41.8 Shank Nails Ea Olip • •• 1 When using only one fastener use the hole that is approximately 4-34"away from Interlocking edge . ••• ••• ••• • . 0 0 . . .. . . . . . . . . . . . . .. . . . ••• .• ••• NOA No. 11-0414.10 ••• ••• Expiration Date: 06/07/16 MIAMMADE COUNTY Approval Date:05/26/11 • Pa e4of6 . . . . . . . . . . .%. .. .. . . . .. .. . . . ... . . • ••• • • • • •• • •• • • • •• ••• •• • • ••• ••• ••• • • • • • • • • • • • • • • • • •• • • • •• • • •• • • ••• • • • ••• • • ••• • • • • 0:0•• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Table 5: Attachment Resistance Expressed as a Moment Mf(ft-ibf) for Two Patty Adhesive Set ems Tile Tile Application Minimum Attachment Resistance Profile Valencia Spanish "S•Tile Adhesive 29.3 2 See manufactures component approval for installation rewirements. 3 Flexible Products Company TileBond Average weight per patty 13.5 grams. Polyfoarn 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 Tile Tile Application Minimum Attachment Profile Resistance Valencia Spanish "S'Tile Polyfoarn PolyProTM 66.5 Polyfoarn PotyProTm 38.7 4 Large paddy placement of 45 grams of Pol ro-, 5 Medium paddy placement of 24 grarns of Pol ProT". Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar or Adhoshre Set Systems Tile Tile Application Minimum Attachment Profile Resistance Valencia Spanish Mortar Set 24.5 "S"Tile 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo(See Detail Below),or following statement: ""M'ia'mi-Dade County Product Control Approved". I NTEGRA VALENCIA SPANISH IS'TILE LABEL(LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to prolpgrly.esvajullte the,iOpli Poon of this system. . .. . . . . ... . Y • • • • • • NOA No. 11-0414.10 Expiration Date: 06/07/16 MIAMI-DADB COUNTY ••• .•. • Approval Date:05/26/11 ® • Page 5 of 6 I .. . . . . . ..O .. • Y O•• a • • • ••• • • • • • • • • • • PROFILE DRAWING 18" 10-1/411 ENTEGRA VALENCIA SPANISH"S" CONCRETE RoOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . .. . . . . . . . . . .. . . .. . . . ••• .•. NOA No. 11-0414.10 Expiration Date: 06/07/16 MIAMF[?ADE COUNTY .•• • • . • •.. • • Approval Date:05/26/11 • ••• Page 6of6 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i • ••• • • • • •• • . . . .. . . .. . e , t`1l#4MI-DAA �'' 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) Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke 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: Polyglass Polystick Underlayments 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* ha 11•b a pro vided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at thP:re%trs: of toe 13i f Iding Official. . •• • • • • ••• . This revises NOA#I 1-1229.01 and consists•of pages 1 through 8. ' ••• The submitted documentation was reviewed by Alex Tigera. . ••• ••• ••• . . • •• .'R • .#•:' • • • ••• • • ."t' ••• • NOA No.: 12-0713.02 M►AMi DARE COUNTY Expiration Date: 09/13/16 •:• ; ; ; ; •;' ; ; Approval Date: 02/14/13 : . ; ;'; ; ; . ; Page l of 8 • •• •• • • • •• •• ..• • • . .•• • . ROOFING COMPONENT APPROVAL Cateeory: Roofing Sub-Cate¢ory: Underlayment Material: SBS , APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 65'8"x 3'3j/," waterproofing membrane,glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65' x 3'3j/,," ASTM D 1970 APP polymer modified,fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 &#2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'l 0"x 3'3j/," ASTM D 1970 polymer modified,fiberglass or polyester Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as #1 &#2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass- underlayment 65' x 3'3-%" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 &#2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'l 0"x 3'3-'/$" ASTM D 1970 glass-fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3-'/$" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof the underlayment. Polystick Dual Pro Roll: #• ?.A50lp3:a4d;•: A tubberized asphalt self-adhering,glass- Manufacturing Location 6 P x 3'3 3/8" •. ASTUM971 :fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and • W ••• •• ioof tile underlayment. • • • • • • • •• • • • • • • • • 0.0 NOA No.: 12-0713.02 MWMI•DAI3+COUNTY Expiration Date: 09/13/16 •:• : : : •:• : : Approval Date: 02/14/13 : + • i 000 : i • : Page 2 of 8 • •• •• • • • 00 v• .. ..• .. • ••• • • • • •• • •• • • • •• •t• •• • ••Y •1• YYY • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • Y i •Y •• • • • ♦• •• • • • ••• • • • ••• PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof the underlayment. MANUFACTURING PLANTS: ].Hazelton,PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research&Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R] TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 1`33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 &G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01 l 11 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09 Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G 155 11/09/09 DX2313813 TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . . .. . . .. . . . ... . . . ... . NOA No.: 12-0713.02 tAr�i•�E couNnr Expiration Date: 09/.13/16 Approval Date: 02/14/13 Page 3 of 8 . .. .. . . . .. .. ... . . . ... . . I . . . . . . . . . . . . . .. . ... . . . . .. . .. . . . .. ... .. . . ... ... ... . . . . . . . . . . . . . . . . . .. . . . .. . . .. . . ... . . . ... . . ... . . . . ... . . . ... . . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12" grid,6" o.c.at a minimum 4"head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-'/2"and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications,center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes,stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. .. ... . . . . . .. .. . . . .. . . . . ... . . . .. ... .. . . . .. . ... ... ... . . 000 . . . . .. . . . . . .. . . .. . . . ... . . . ... . NOA No.: 12-0713.02 MIAMbDADE COUNTY Expiration Date: 09/13/16 "' "' ' Approval Date: 02/14/13 :': : : . : Page 4 of 8 . .. .. 00 . .. .. ... . . . ... . . GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,TU Plus,Tile Pro and Dual Pro may be used in asphaltic shingles,wood shakes and shingles, non-structural metal roofing,roof the systems and quarry slate roof assemblies.Polystick IR-Xe,TU.and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times;not to exceed the preceeding maximum time limitations. Ex sure Limitations(days) MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven,FL. 180 180 180 180 180 180 180 90 Hazelton,PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof the application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU,TU Plus,Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof the applications.Polystick IR-Xe,and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe rPlIus, ick TU,TU Polystick TU,Tile Max Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited FN4o limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. .. ... .. . . . .. . ... ... ... . . .. . . . . . . . . . .. . . .. . . . ... . . . ... . NOA No.: 12-07.13.02 MIAMI DADE COUNTY .•• Expiration Date: 09/13/16 � Approval Date: 02/14/13 Page 5 of 8 . . . . . . . . . . . .. .. . . . .. .. .. . . . . . ... .. . . . .. . ... . . . . .. . . . .. . . . .. ... .. . . ... ... ... . . . . . • • • •• • • •• • • • • • • • • • •• •• • • • •• •• • f GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles , (6 Max Per Stack) CL6 .2 ' N f. t0 Fbof Deck prepared with POLeSPCKTU Rus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS,IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro 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. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMIOADE COU �VNRWM� BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. • ••• 41% ••• • • • •• • • •• • • • ••• • • • ••• • NOA No.: 12-0713.02 MIAMI-RADE COUNTYIN Expiration Date: 09/13/16 Approval Date: 02/14/13 • ••• Page 6 of 8 . . . . . . . • . . • •. .. . . . .. .. ... . . . •.. • • f • • • . • •Y •• . • y• •. .+. •• • • . • . • • • • • • •• • •• • • • • • • • • • • • 000 • 0:. • • • ••• POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum I"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations 49 and#10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of 6 '/a"/12", precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation&before loading of roofing tiles is Forty-Eight(48)Hours. 8. Polystick membranes may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair.Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. .. ... . . . . . .. 11 1 . .. . . . . ... . .. ... .. . . . .. •. . . . . . . . • •.. . . . ... . NOA No.: 12-0713.02 MIAMI-DAD,COUNTY Expiration Date: 09/13/16 •'�• �' ; ; ; •;" ; ; Approval Date: 02/14/13 i i • i i•i i • i Page 7 of 8 ••• • • • ••• • • _ __ I •• . • . • • .•. •• • • • • • • • • • •. • • • •.• • • . • .• . • • . . •• • • • •• .•. .. • • • • • • • • • • • . . • • • . •• • • Y•• • • • i ••• • • • • • • • • • • • • • • • • • • Y• •• • • • V• •• • • • ••• • • • ••• 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... •.• •.• . . ® '•' ' ' ' "' • NOA No.: 12-0713.02 MIAMI DADE COUNTY Expiration Date: 09/13/16 .. Approval Date: 02/14/13 • Page 8 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . •.• •.• 0:0 . . . . . . . . . ... . . . • •• . • •• . . ... . . . ... . . 0 :0 . . . . 0 :0 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... A MIAMI-DADE COUNTY MIAMI DADE PRODUCT CONTROL SECTION _3 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use 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: 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 12-0228.18 and consists Kpageg1 Iftilglt 1 L,: •• The submitted documentation was reviewed by JuavE..Q6ilAo,R:A' ..' . ... ... ... . . • • • - • NOA No.. 13-0502.02 MIAMbDADE COUNTY �!!� r" �• "�'- �'�� • • • • • • ••• :• : ••• Expiration Date:05/10/17 Approval Date: 12/12/13 Page 1 of 11 ... . . . . ... . . ..... . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: 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 Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A 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: Proper Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.071/o Volume Change @-40°F.,2 weeks � 0%Volume Change @158°F., 100%Humidity,2 ••. ••• . . Closed Cell Content AST41)28J6 •; $6�fa;•t ••• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • ••• ••• ••• • • • • • • • NOA No.: 13-0502.02 MIAMI-DADE COUN Y •i i• • i • i• • •• i i � ,.,, ••• • • ••• • Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 • • • • • • • • • • ••• • • • ••• • • i • • • • • • • • •• •Y •0 • • • •Y •• • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. %MIAMIA•DDE CQUNT'( ® . D 3. 3W 2-Component Foam Roof Tile Adhesive AH-I60 shall solely be used with flat,low,&high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring acceptaute f8f th$u:e of 39".2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies AdMt 4*.n ledeo; nee with TAS 101. 6. All products listed herein shall have a quality assurance audit iri accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. . ... ... ... . . • NOA No.: 13-0502.02 MIAMi.DADE COUNTY •. .• • : • .• • •• Expiration Date: 05/10/17 ® ' ` ' ••• ••• Approval Date: 12/12/13 Page 3 of 11 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i • ••• • • • • •• • •• • • • •• ••• •• • • 0:0 ••• 0:0 • • • • • • • • • •• • • • •• • • •• • • ••• • • • ••• • • ••• • • • • 0:0•• • • • • • • • • • • • • ••• • • • ••• 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-I 60 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). 6. 3MTm 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 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 1 to 2 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. . .. . . . . ... . .. ... .. . . . .. . ... ... ... . . • • • ' ' ' NOA No.: 13-0502.02 MtAMbDADE CQUNTY •• •• • • • •• • •• • • Expiration Date' 05/10/17 ••• • • ••• Approval Date: 12/12/13 ... . . . . ... . . Page 4 of 11 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Ole 0.0 :.0 Ole 000 0*0 0:0 :90 0:* 000 : 00 0 00 0 Ole 0.0 0: 0.0 :.. 0:0 :0 0: Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq_inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile 42 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(i each longitudinal 1.7 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq.inches 34 grams under pan LABELING: All 3M� 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. .. •.• . . • . . •• .. . . . . .. . . . . ... . . . .. ... .. . . . .. . ... ... ... . . '•• • • • • �• � ' NOA No.: 13-0502.02 MIAMI-DADE COUNTY • • UNMM .. . . .. . Expiration Date:05/10/17 ••• Approval Date: 12/12/13 Page 5 of 11 .. . . . . .. . . . . . . •• •• 00 . •• •• ... . . . ... . . ADHESIVE PLACEMENT DETAIL# 1 Nail through plastic cement Paddy(Beneath Tile) Flat/Low Profile Tile (when required) Underlayment 1. Starting at the eave course,apply a minimum 2" 1 - (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, - under the strengthening rib closest to the overlock of the tile being set. Battens optional s>vocovrse 2. Continue in same manner. Insure approximately 17 ° (109.7 cm2)-23 (148.4 cm2)square inch adhesive contact with the underside of the tile. 10 in. '2i / Fascia Eave Closure / Medium Profile/ Double Pan Tile Nail through plastic cement (when required) 1 Paddy{Beneath Tile) 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam Underlayment \� paddy onto the underlayment positioned as shown under the pan portion of the the closest to the overlock of the tile being set. 2 in.wide--i.,. Battens optional e - 2. Continue in same manner. Insure approximately 17 (109.7 cm)—23 (148.4 cm2)square inch adhesive / contact with the underside of the tile. loin. 2 in. --Eave Closure Eave Course Fascia Nail through plastic ce High Profile/Single Pan Tile (when required) Paddy{Beneath Tile) g g Underlayment , 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 m.m)foam paddy onto the underlayment positioned as shown 'F 10 in X t under the pan portion of the the closest to the 2ir id overlock of the file being set. Battens \ ' 2. Continue in same manner. Insure approximately 17 optional (109.7 cm2)—23(148.4 cm2)square inch adhesive contact with the underside of the tile. 1! Eave Course �ascia • ` ' ` • ` " Wee tote • • • • • ••• • tin. Eave clYs�t?e • • •• • • • •• Drip edge • ••• ••• ••• • • ' • ' ` • NOA No.: 13-0502.02 MIAMI-DADE COUNTY •• • • • ' • ` ` ` • •• . . •• • • • Expiration Date:05/10/17 ' t �� "' ••• Approval Date: 12/12/13 Page 6 of 11 .•• . • • • ••• • • • • • • • • • • . • .. . . . . . ... .. . ... . . . . .. . . . . .. . . . .. ... .. . . ... ... ... . . . . . . 00 . . ..o 000 . .. . . .. . . ... . . . ... . . ... . . . . ... . . . . . . . 0 . . ADHESIVE PLACEMENT DETAIL#2 Nail through plastic cement paddy(Beneath Tile) Flat/Low Profile Tile (when required), Underlayment /y - 1. Starting at the eave course,apply a minimum 2"(50.8 I mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy ;, onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of ;in. A,-2iin. - the tile being set. Insure approximately 17(109.7 cm2) Battens optional ° _23 (148.4 cm2)square inch adhesive contact with the / underside of the tile. Eave Course ir 2. At the second course,apply a minimum 2"(50.8mm) 10in Fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the n ' underlayment positioned as shown under the strengthening rib closest to the overlock of the the Eave Closure being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Nail through plastic cement Medium Profile/Double Pan Tile (when required) Paddy(Beneath Tile) 1. Starting at the eave course,apply a minimum 2"(50.8 Underlayment mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— 7 in.. 2 in. _ 23 048.4 cm2)square inch adhesive contact with the Battens optional underside of the tile_ 2. At the second course,apply a minimum 2"(50.8mm) loin. 2 in. x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the Eave Closure underlayment positioned as shown under the pan Eave CourseFascia portion of the tile closest to the overlock of the the being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm)square inch adhesive contact with the underside of the tile. (JUstrycUonjContinued on next page) tee • •• • • • • ••• • • • • • • • NOA No.: 13-0502.02 MIAMI-DADE COUNTY •• • • • • • • • • 01�,� ,,,.• , ••� �• ••• �• ;•• ••• Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 Or 0:0 ... • • • .•• • . • • ••• ••• ••• • • • • • • • • • • • • • • • • •• • • • •• • Y .• • • • 0:0 •• • • • • ••• • • • • • • • • • • •• •• • • • •• •♦ • ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nail through plastic ce High Profile/Single Pan Tile (when required) Paddy(Beneath riile) Underlayment o ,� 1. Starting at the cave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2)— 7in m2 in. _ 23 (148.4 cm)square inch adhesive contact with the Battens optional underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) y Eave course Fascia x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the \ Weephote underlayment positioned as shown under the pan loin. in. Eavedosure portion of the tile closest to the overlock of the the Dripedge being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . . . . ... ... ... . . • • • • • • NOA No.: 13-0502.02 MlAi9}•DADE -OUNTY •• • • • • • • • • •� t • •• • • •• • • • Expiration Date: 05/10/17 ••• • • • ••• • Approval Date: 12/12/13 Page 8 of 11 • ••• • • • • •• • r• • • • •• ••• •• • • ••t ••• ••• • • • • • • • t • • • • • • • • •! • • ••• • • f • 6:0 0 000 • • • • • • • • • • ADHESIVE PLACEMENT DETAIL#3 nad_hrolugh p{as ,ement :,ad dy_betHeerWesi 1. On the eave course only,apply a minimum 2" (50.8 attens aptianat=si ` mm)x 10" (254 mm)x V (25.4 mm)foam paddy t Paddy;under cite; onto the underlayment positioned as shown, under • s nat Gadd '` the strengthening rib for flat file or under the pan Y � ar tr.p cr t' ` J� portion of the the for low or high profile tile closest to the Overlock of the tile being set.Leave ... y;rnt add} y =.=f • approximately 4 (10 1.6 mm)up from the eave note}add .- edge free of foam to prevent the expanded adhesive "�`� 2 X 4 in. from blocking the weep holes. Insure � o approximately 17-23 int(109.7-148.4 cm2)of i :. adhesive contact with the underside of the the 1*]1n r '=•sem-, - ��n,-``A.;�;``� r'` r�iia 2. Apply a 4"(101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Ftaulow Profile Tlie the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail through plastic_en,ent Single paddy undct tita pan portion of the tile,closest to the underlock for iwhen requiredt / -add'i:L-errr--en the second course the to be installed. Insure _ii_si approximately 8-9 int(51.6-58.1 cm2)of adhesive ;` paddyiundeatre: optianal contact with the underside of the tile. '`� " irgl aajd` r n tap a t le +, e _ • (Instructions continued on next page) 3 x in- Sing! n sing c paddy,x)n ani-?.a.na-nt:�"`�-1`�, i"`• G- r 5 � - EaYP_Ct1ur ? Fascia WdWni Profilin Ttle •• ••• • • • • • •• *00 • • ••• ••• ••• ' : •• •. NOA No.: 13-0502.02 MtAM4DADE COUNTY ' • • • . • • • Expiration Date: 05/10/17 0.0 •• .' Approval Date: 12/12/13 Page 9 of 11 • .. .. goo 00. . .. . 000 0:0 es 0 �; .. • . . . . . . . . . . ADHESIVE PLACEMENT DETAIL#3(CONTINUED) Nail€hr,_ugh plash ae t-est Single pad,±,iural-2r ala Iwhan rPq„iad 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x 3/<" -` paid':betweAn`ilesi (19 mm)paddy on top of the eave course the { surface as shown'on top of the strengthening rib optional paddyiun`�•Fiief for flat tile or on top of the pan portion of the tile, 1 ' f closest to the underlock of the first course of tile. 'X313�t` Kxr Install second course of tile. Insure approximately 9(58.1 cm2)- 11 (7ICM2)square inch adhesive z x a in contact with the underside of the the at the overlap RG3e t f rJ CM2)_ 2 and 7(45.2 cm )-9(58.1 cm )square inch Iwp vtn'' adhesive contact with the underside of the tile at the head of the tile.Continue in same manner. ~ i6 Nt 4 taVe COWSe fasca tieep Ji rn.` 2 in } Drip edge High ProfiteTile •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • ' • • • NOA No.: 13-0502.02 MIAMi•DADE COUNTY 0• • 0 0 • • i Expiration Date: 05/10/17 ' ' •'• • Approval Date: 12/12/13 Page 10 of I l .•. . . • . .•• . . • • . • . . : : • : . .• .. . • . •. •• ••. . . . .•. . . •• • • • • • ••• ••• • ••• • • • • •• • •• • • • •• ••• •• • • ••• ••• ••• • • • • • • • • • •• • • • ••• • • ••• • • • • 0:0 •• • • • • • • • • • • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications Two Piece Barrel(Cap and Pan)Tile in contact with the pan tile. (when required) 2)Turncovers upside down.Placeadhesivein 1. Starting at the cave course,apply a minimum 2" to 1 in.from outside edge of cover tile. Then install the tile.Ensure 20 to (50.8 mm)x 10„(254 mm)x 1„(25.4 mm)foam 25 sq.in.contact area. _ paddy onto the underlayment positioned as shown Underlayment t under two adjacent pan tiles. Support cave tiles from rocking until adhesive has a chance to cure. _ t _ 2. Continue in same manner bringing two pan courses ` up toward the ridge. insure approximately 65 (419.4 cm)—70(451.6 cm2)square inch adhesive Sheathing contact with the underside of the pan tile. Eave closure (motar shown) Optional point-up Mortar 3. Turn covers upside down exposing the underside of Weephole dinal Fascia Board on es of tile edges f the tile. Apply a minimum 1”(25.4 mm)x 10”(254 mm)bead of adhesive directly on the inner edge of Remove top portion of the eave course cover tile.Abut to second course of each side of the cover tile.Leave approximately pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. 3/4"(19 mm)to 1"(25.4 mm)from the outside Two Piece Barrel-High Profile Tile edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover the over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm2)-25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE .• •a• . . . . . .. • • •• • • • • 0 NOA No.: 13-0502.02 MIAMI•DADE COUNTY ••• •6 i ••0 •• .00 Expiration Date:05/10/l7 • t Approval Date: 12/12/13 • ••• ••• ••• Page 11 of 11 • • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • •• •• ••• ••• • • • •• •• • ••• • . .. . ... 0*0 . . ... . . . . ... • • • • • • • • • • • • ••• • • • ••• • .. ... .. • .. • .. ... • • • • • • •• • • • • • • • • • •• • • •• • • • •'�• • • Y • ••• • • i • • • • ♦ r • • • • • • • • • • • • •• Y• • • i •• •• ••• • • • ••• • • i . 010 :00 see • . .. - • Y • .•• :•• •.• .• 0 •.• •w• 0:0 .•• 0*9 •• . . • •• • • • • • • • •• • i.• • w . • w.• w .•. . . • • •• . • • •w •• •• • qll of I Miami Shores Village Building Department �:,.��1� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AP� A905 Tel:(305)795-2204 Fax:(305)756-8972 SPECTION LINE PHONE NUMBER:(305)762-4949 'Y� --- Lz '" FBC 2000 BVILDI Master Permit No. ke A/ ZSS� PERMIT APPLICATIO ""' At sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Alf A00* CIY"L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Coucl h 96.r Phone#: Address: 13 V & City: mtd'/n, re_r State: / C Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: f" COr�S/`��fltln Phone#: 305_ 262' .S�e~X� Address: 1216 AOISA/ z1&,&6! City: iG/h • S140�'Wf ! State: �V Zip: 33/a"L Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ _Square/Linear Footage of Work: Type of Work: KLI Addition ❑ Alteration ❑ New ❑ Repair/ReplaceP /�/ Demolition Description of Work: � V 0 M Specify color of color thru tile: . t Submittal Fee<$, Permit Fee:$ CC CCF$'." .� CO/CC$-.% 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 to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value excee ing$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure vill be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencemeni must be posted at the job site for the first inspection w c ccurs seven (7) days after the building permit is issued. in the abse ce of such posted notice, the inspection will not be a V- / nspection fee will be charged. Signature � Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was ackn wledged before me this Z3 day of / 20 by 2 Yr day of by 5// 7 XoJ! who is personally known to �U/1•-�� S�o�r�0, ho' �20 sonally known me or who has produced e2-4= as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: Al , `"P„Y P& �,. Y" ,�,. MICHELLE MOLINA Seal: ';�„Y"w�,,, MIC ELLE MOLINA Notary Public-State of Florida Notary Puolic-State of Florida N, My Comm.Expires Sep 19,2017 =y My Comm.Expires Sep 19,2017 Commission N FF 055738 '4,-f d;7 Commission#FF 055738 7J APPROVED BY 7Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' APR 2 8 015 ION /IS - y -IIAN l-DADE COUNTY PRODUCT CONTROL SECTION D NEIGHS 4PLIANCE DEPARTMENT(B111C) 11805 SW 26 Street,Roorn 208 BOAikD D CODE ADMINISTRATION DMS Miami,Florida 33175-2474 ' j ! PAiami Shores VillF(786)315-2599 y� r E OF ACCEPTANCE N A_ www.m Rm Rde.goV/building AB Door Company, Inc. 12195 NW 98rh Avenue Hialeah Gardena,FL 33018 4 'r SCOPE: lJ� This NOA is being issued under the applicable rules and`regulation -gv�� i�t4fitof con ruction materials. The documentation submitted has been revieWetl by Miarni�Dade;C-p i 'educt ontrol Section and accepted by the Board of Rules and Appeals(BORA)to be d 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. BORA 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. DESCRIPTION: 9'-4"Wide x 16'High Steel Sectional Garage Door w/Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-09,titled"Sectional Garage Door",dated 02/01/01, with last revision E dated 12/23/08,sheets 1 through 5 of 5,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section..•'••. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's nmrne•vr+lvgo, c4ty state and'••••• following statement: "Miami-Dade County Product Control Approved",unless oft"Age noted h8rein. :..••: RENEWAL of this NOA shall be considered after a renewal application has beet3lgctand t1�e1'q�rAs beep.... no change in the applicable building code negatively affecting the performance of t IS.lx'oduct. .. •• •• TERMINATION of this NOA will occur after the expiration date or if there has•bem a.reviS18;-o'r change in the materials,use,and/or manufacture of the product or process. Misuse of this:lVLSA:as an endorsement Qt„ any product, for sales, advertising or any other purposes shall automatically terminate Jliis NO�teFftKure tq comply with an section of this NOA shall be cause for termination and removal a p Y Y f i`tOA, ... ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,'and'followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#09-0128.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera,P.E. NOA No. 11-0119.21 MIAMf DADE COUNTY Expiration Date. August 9,2016 .••• • 0/l/ Approval Date:March 31,2011 QPage 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-09, titled "Sectional Garage Door", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3 Cyclic Wind Pressure Loading per FBC TAS 203-94 Y gp > 4)Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering& Testing p Inc Test Reports No. HETI-08-2149A/B dated 06/27/08 signed and sealed g by Candido F. Font, P.E. "Submitted under NOA # 09-0128.04" 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, P.E. "Submitter)under NOA # 09-0128.04" 3. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a ainted(7-49 steel• • panels, prepared by Celotex Corporation, Test Report No. 24$ 92:dated QVJ.7/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03.0210.04" ..:• •••• • 000:00 . . . 0000 .. 0000.. 0000 . .. 0000. C. CALCULATIONS "Submitted under NOA # 09-0128.04" ..'..' '.:..' ..•••• 1. Anchor verification calculations prepared by Al-Farooq Corj!or4ign, complying with •, F.B.0 2007,dated 12/19/08, signed and sealed by Humayourl Faro'oq, PL.•:• 06 60' • . . 00000.. D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC) n 3/oy/i� Carlos M.Utrera,P.E. Product Control Examiner NOA No. 11-0119.21 Expiration Date: August 9,2016 Approval Date; March 3l,2011 E- 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 900:0 0::::. 0::::. O..:Oo 000 0 00 0 0:0 0 :0:06: 0 0 0 0 0 0 0 0 :00000 09009: 000 0 000 0 0 00 0..0 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12, 3. Notice of Acceptance No. 07-1107.08,issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 aid expiring on 08/27/08. 4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05-0228.02" 5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering & Testing, Inc.,Report No. HETI 04-A002, dated 09/27/04, signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material", prepared by Hurricane Engineering& Testing Inc., Report No. HETI 04-T251, dated 11/29/04 signed and sealed by 1. Ghia, P.E. 7. Test Report on Self-Ignition Temperature Test, Rate of Burn Test and Srx�o�k�Density• .... Test of"REHAU non-foam PVC extrusion material", prepare4•by fTC Lavatories, .' Report No. 04-761-15019.0, dated 05/06/04, signed and sealed hp J. L. DoWan, Y.E•... • ...... F. STATEMENTS •••• •• ••••• ...... . .. ..... 1. Statement letter of code conformance to 2007 FBC and no firlarlaA inter pmi sued by•;• A]-Farooq Corporation, dated 09/09/10, signed and sealed by-.Jnad Ahmad;P.E. '. . . . . ...... G. OTHER ' 1. Notice of Acceptance No. 09-0128.04, issued to DAB Door Company, Inc:* on 03/18/09 and expiring on 08/09/11. 03/07/// Carlos M.Utrera,P.E. Product Control Examiner NOA No. 11-0119.21 Expiration Date: August 9,2016 Approval Date: March 31,2011 E.2 TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" > STEEL PLATE WITH ONE 5/16-18 MS W/ NUT 4� ' FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER t 7-1/2" X 3° x .071"CALv. STEEL ID (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT END ROLLER HINGE-- o CENTER STILE m W/ (6) / 14 X 5/8"SMS 0 Z n ti;i CENTER STILE 0 QWE " s IL H 6 0 O° J0 0 O� aLL o V p o :Ji 071" X 7-1/2"GALV. STEEL 1 / d O w m o CENTER HINGE >< o w/ (a) k1a x 1/z" stns � � --- �.- Lizill" B/ =VI VI 2 COOOR 04 gU S Ul L o � 1'W X .15"THK. LATCH 1 -- - •� m SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/(4) N 14 X 1/2"S.M.S. - - _ - O "- /B"MIN. LOCK ENGAGEMENT CONFORMS TO ( - ---- C) "1 BC 1012 REGARDING GARAGE DOORS I - 7. I � � w c0 iPz g DOOR HEIGHT CONSISTS OF ® I _= E= Pw 6'-6" 2 SECTIONS ,8"1 SECTIONS 21" .158 DIA. CALV.-AIRCRAFT TYPE O 1 Z 6'-9" 1 SECTION 18" 3 SECTIONS-21' CABLE & NICO_PRESS SLEEVE OPTIONAL VENT L A O O 3 N W/MIN. 5 TO 1 SAFETY FACTOR 1= o z T 4 SECTIONS 21"- (3) 5"WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE 7'_y" - _ O OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w 17 Y o 7'-6" 5 SECTIONS Ill"- 120 SO. IN. COLONIAL DESIGN In g fi" X3"X0.1" 7'-9" 4 SECTIONS 18" 1 SECTION 21" I N g W 8' 3 SECTIONS 18"2 SECTIONS 21" STEEL PLATE L� o MAX, DOOR WIDTH O S r WITH (2) X14 X 5/8" SMS 9 O 8'-3" 2 SECTIONS 78"3 SECTIONS 21" 9'-4" 8'-9" ISECTION 18" 4 secTlarls 21" - INSIDE ELEVATION s B' e" S SECTIONS 21"- BRACKET BRACKET 9' S SECTIONS 18"- -- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR 8'-3" 5 SECTIONS 18"1 SECTION 2r DOOR OPTION >� 4 SECTIONS 18"2 SECTIONS 21" 3SECTIONS Itl`3 SECTIONS 21" 7-7/8" X 3-1/8" X .010" R u 10' 2 SECTIONS 18"4 SECTIONS 21" STEEL PLATE u g u 10'-3" 1 SECTION 18ESECTtONS TIONS 21' CENTER STILE WITH (4) #14 X 3/4"SOS DAd DOOR MODEL 62410'-8 8 SECTIONS 2OUTSIDEMAX. SIZE 9-4" WIDE X 16'-0" HIGHSECTIONS , TION 21' HANDLE END STILE11' 5 SECTIONS 1TIONS 21" DESIGN PRESSURE RATING = + 50.0 PSF11'-3" 4 SECTIONS 1TIONS 21'11'-6" 3 SECTIONS 1TIONS 21" - 60.0 PSF-9" 2 SEC71DNS 1TIONS 21" LOCK BAR GUIDES12' 1 SECTIONS 1TIONS 21" INSTALLED ON END STILE o12'-3' 7 SECTIONS z •4YIT1•61)#11• X b/8'ems • • •• 12'-6" 6 SECTIONS 18"2 SECTIONS 21' Q + • • • • • • • • THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 12'-9' 5 SECTIONS 18"3 SECTIONS 21" {8T X .6W LQCK BOR• • • • • • < m u a 13 4 SECTIONS 18 4 SECTIONS 21" 'AGES INpT#ACIIO • • • ••• • GENERAL NOTES 13'-3" 3 SECTIONS 18' 5 SECTIONS 21" ON EOCH SIDE•OF•DOOR • • • • • ,o 13'-6" 2 SECTIONS 18"8 SECTIONS 21" •• 000 •• • • • P OrHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEc -I Engr;JAVAO AHMAD „ 13'-9" 1 SECTION 18" 7 SECTIONS 21" D 1T ID K Y D LOCK REQUIREMENTS OFU THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING CyWL PRODUCT AkNBWI'D o 14' 8 SECTIONS 21'- HIGH VELOCITY HURRICANE ZONE. FIA.PE Itl •� LOCK BAR LOCKING SHOWN P 70592 r1lr101 C.A.N.3536III{ IQ/�( J Q�J, m 14'-3" 8 SECTIONS 18"3-SECTIONS 21' ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL N As LISTED, SPACED AS SHOWN ON DETAILS. 14'-6" 5 SECTIONS 18"4 SECTIONS 21" AN OR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL = ta'-e' 4 SECTIONS IB'S SECTIONS 21'• • ••• •• 000 • IES • • • • • • D�ESLNC DR STUCCO. IS' J SECTIONS 18"B SECTIONS 21' • • •• • ••3 AIS BELTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. drawn- 1 IS'-3' 2 SECTIONS 18"7 SECTIONS 21' •• • • • • • • • a• MICH�ING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN ((�� 1 SECTION 18" 8 SECTIONS 21" • •• • • • • • i ETAILS ARE NOT PART OF THIS APPROVAL. q q g 01-09 8" 9 SECTIONS 21"- ••• • • • 5 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS WTO WOOD ONLY, EP 14 2010 18' a SECTIONS 18"4 SECTIONS 21" sheet I of 5 • • • • • • • • • • ••• • • • ••• • • i .... ...... .... . . • .... .. ...... .... ...... ...... ...... .. .... . . ..... .. . .... . . ..... .. . ...... . . ...... .... .. .. • ...... . . ...... . . . . ...... ...... ... .. 24 GA. STEEL PANEL U o 3/16-ALUM RIVETS Z OD w O� $ � N FLAPS BENT OVER PANEL I Q IL IL �. O d W � O IZ r .024"STL. PANEL I/2"PUNCHED HOLES ()C �{ ® 4'O.C. Ik a C OUTSIDE OF DOD O IL Q G '� ITTi VVV 0/N��m Oj W 3 LL � W(d YJ r al3�g STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' 5/16"X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE (FULLY THREADED) ONE PER BRACKET POSITIONED AT EYE LEVEL ENO STILE Ip O O OPTIONAL STOP MOULDING ANCHORS: o W FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) j/B"Du_ POWER-BOLT LiY'POWERS' w TO MASONRY SEE NOTE ON SHEET 4 2"MIN. EMBED INTO CONCRETE Q 4 1-7/8"MIN. EDGE DISTANCE X14 X 5/8"SMS Q V= v 3/4"% 2" X 2-1/2"X 18 GA. STEEL Z F-U 6 PER HINGE END STILE, CONNECT TO PANELS WITH 8) 3/8'OLA. HLC SLEEVE BY'HILTf O —00 w u SOUTHERN PINE 1/2"X 1-3/4"X -059"FORMED STEEL FLAPS AND 3/16'ALUM RIVETS 1-1/4"MIN, EMBED INTO CONCRETE OR FILLED BLOCK Q N m O I GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Z IX m 0.55 S.C. EDG DIST! END STILE WITH 3/16"POP RIVETS® 12"O.C. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK O O 3 Q Z S P n 1-7/8"X 2-5/8'X .045'STEEL EDGE CONCRETE!'c - 3000 PSI MIN. y o N� • CENTER STILE, GLUED AND RIVETED DISTANCE—{ C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN. 03 m I TO PANEL W/(4)3/16"RIVETS I Q N= u 1 1/2"MIN. I POP RIVETS n X14%5/8"S.M.S. 1-3/16)e- 0 / I 4/HINGE - gg yy� 1-3/16"= I Y i C R 8 c m 1.9" X 2.19" X 3.3" X .102" ANCHOR TYPE A OR 8 g E o (1)PER BRACKET �+ STEEL TRACK BRACKETS I SEE SHEET 3 FOR BRACKET SPACING N g SEE SHEET 3 FOR SPACING ! 1/4-20 SS BOLT h NUT c v oo g 8 J�LV S`l 2-1/8"X 1" X 078" • • j E TE�HI 4E • • 7-1 c moo • • • /2"X GALV. STEEL TRACK • •• • • • • END ROLLER HINGE (� FASTENED TO TRACK PLATES 7/16" PUSHNUT • • • • • •�-Y �-`� 1.82"DIA. X .50" W/ 1/4-20 X 5/8"TRUSS HD. INSTALLED ON ROLLER SHAFT •• ••• •• • • • •• NYLON/STEEL ROLLERS SLOTTED M.S. & LOCK NUT W/ .44 DIA. X 4-1/4"STEM Engr:JAVAD AHMAD PRODUCTAMWBD INTERIOR SIDE FLA PE CIWd 70592 L 0M11 •��l4� q s I C.0.N. 3538 "ma "0( Z1 .. .. a �. •• • • • • ! • • • • • C� • •• • • • • • • • udrow,ng 9 SEP 14 2010 sheet 2 of 5 . . . . . . . . . . ... . . 000 ... . . POP RIVETS 2 % 2 X 1/8"HORIZ. ANGLE �� 5/16"x 1-5/8" lAC SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, U _I 2-J/a"X S-1/2" %3"X .704" SPOT WELDED TO HORIZ. TRACK 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS GALV. STEEL WITH TWO WELDS AT 1-1/2°APART m TOP ROLLER BRACKET(DOUBLE) WITH 1-1/4" EMBED INTO MASONRY EX�EEDING 8 FT. IN HEIGHT FIRST AT 3"O.C. FASTENED W/(6) 9 14 X 5/8"S.M.S. J PER BRACKET I p r--I REST AT 9"O.C. - II CONNECTED TO FLAG BRACKET ANGLE z % 090 T.K.GALV. STEEL ADJUSTABLE _ W/ 3/8-16 X 3/4'BOLT& NUT 0 m SLIDE FASTENED TO BRACKET 2-1/2 X 4-1/4" x 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH W/5/16-18 X 3/4"HEX HEAD WELDED TO I-1/2` X 1-1/2" X 14 GA, ANGLE -- A J (2) I/4-20 X 5/8"BOLT&NUT H w M. SCREWS&NUTS. FASTENED TO TRACK - -- Q a o WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH OPENING HEIGHT PLUS 12" O m Q;FCF LL HORIZONTAL REINFORCEMENT IL VERTICAL TRACK 0 U r = I/2`% 1-3/4"%.059"FORMED STEEL 14 GA. GALV,STEEL TRACK 2-1/8" X I" X .080" V d -u GLUED TO PANEL AND FASTENED TO I I•' VERTICAL STILES WITH SECTION A-A (7-0 S o (2)3/16" POP RIVETS 2'x 5-1/2"X .too" p a a o GALV,STEEL _ C°6 H- m a FASTENED W/ (4) d 14 X 5/8"S.M.S. d' .0 ROLLER BRACKET FOR e LOW OHEADROOM DOOR OPTION LL Z vi HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J DZZ' N Lt 1/2"X 1-3/4`X .059"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 84 B5 86 B7 B8 Q W GLUED TO PANEL AND FASTENED TO L I VERTICAL STILES WITH W-O" 18" IB" 18" 18°N/A 1" 11-3/4' 23" 34" 45" 56" 67" (2) 3/16"POP RIVETS 6'-6" 21" 18" 18 21"N/A 1" 11-3/4" 23" 34" 45" 56" 67" - 5/16"MEETING RIB T__O_" 21"21" 21"21"N/A 1" 11-3/4" 23" 34" 45` 56" 67" - 18` IB" 18 18" 1a' 1" 11-3/4" 23" 34" 45" 56" 67` 78-1/4" _ 8'-0" 21" IB" 18 18" 21" 1" 11-3/4" 0 °� Lt 0 1.82"DIA. X .50"ROLLERS = --SE TIONS ARE NUMBERED STARTING AT THE BOTTOM 0 0 W/ .44 DIA. X 4-1/4"STEM = FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. w h z a wo U Q� OPTIONAL INSULATIONS: o g �LL1.9"X 2.19"X 3.3"X .090" � U 2 - BY 'DYPLeST PRODU.T'; STEEL TRACK BRACKETS Z EPS-EXPANDED POLYSTYRENE — Z io • n 2-3/16"HIGH o0 w n cm DENSITY 1.05 PCF m "' N.O,A. 907-1107.08 CONNECTED TO TRACK WITH Q ♦n rn p OR e ) 1/4"BOLTS&NUTS. O 3 U ISO-25 POLY-ISOCYANURATE DENSITY - 2,0 PCF m U Z N N.O.A. 907-0301.10 (A e4 OR O rn J BY'INS I FO.9 DENSITY 0.92 PCF N.O.A. 907-1016.07 o O m 14 GA.GALV. STEEL Y ROLLER HINGES FASTENED C C W/(4) 914 X 5/6"SMS MIN. .024"ROLL FORMED STEEL PANEL 0yy o Dlawwc DUALITY c-ao MIN.YIELD STRENGTH a 34 KSI u u o WITH PRIMER AND BAKED-ON TRACK CONFIGURATION 5Y� POLYSTER PAINTED TOP COAT m g 2 APPLIED TO BOTH SIDES OF STEEL _ c v o$$ 0w •• ••• • • • • • •• 'no ~$S �°a • • • • • • • • • VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM u o _ • • •• • • • • • 0 m W • •+ • • • • ••• • DOUBLE TRACK • • • • • • • • • AM616=_TRACK OPTIONS •• ••• •• • • • •• p 12 GA. GALV. STEEL Eng,JAVAD AHMAD BOTTOM BRACKET FASTENED CIVIL P(10DUCT R6NEWL'D FLA.PE p 70592 Y�Y�w�111 aw■dam W/ (4) 914 K s/9' SMS ds `d I C.A.N. 539 00 —imns BOTTOM SEAL • • •• • ••• • f O .058 ALUM PLATE •• • • • • • • • • • • ey drowing no. WITH 1/0`X 1-S.M.S. 0 48`D.C. ..• SEP. 14 2010 SECTION A-A AND RUBBER WEATHERSTRIPPING sheet 3 of 5 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ..... � • • • • •t0• • •� • � • •��• • • • • • • • • • • 1 • • • •��• • • • • •��• • • • • • • • • •� 9V060-t0\30V8V`J *Z99 - 95S(SOC) l31 ]�+LoOz ao�aalvaan eo'tszl 3 .,y��, SL69-Z9L(94X)-XVd 00 FS-"Z(900-13L MCC 'l3 'SN3(]WO HV31VIH sIr+3wwo]0008 n3a'n3a o'asz0 o i? 0 _ '/3tl D1:Otld5 YOM]NV 0'l l'BO 7 OIWVH :�(p'gyp ° 9LT£f va)ao�i')wvlw '3AV 'Hl 86 'M'N 96lZl 3"LS-M.S SEZL 13315 Slwl 3DN\'N]DN O'fSLO B �f 1N3WdOlm3O lonCONd�O SU33NION3 CONI SNOOD eva uol uosa a D ou o O d p NOIIVZIOd2lOa aOO2JVA-1V 6000 30VNVO 1VN 011035 :suo)spAs3 to-lo-zo :»pp v n am %o � irnnn V1 I I I a 1 U � � 2 >F w v<n r n Y a o I _ O O U Y`Y llyyy UC O O 4 O D-QZmZmZZ -_ S .�UwVwUU O WN p wK 2 ZO P U mV 6 ^m Fr O U V <Y�3YNO xx}}3;a�_ zaroy SUaza. yOy�mmmTN • -'JFOVVI P gV 00 NN aJ aVUOO�W HUa3N mmaN N ( nnn�mm W W O U Z c� 60Ft ZVZ ZZ O°�aQ O C N �NZW03 W r �G pp �YUUWLL zCN V n � = dmi�lm =u1 Nit iv OD Omw3 10 �y`<tU3 2 C w O mF� dap NNo yJ� •••• NSYm I • • • i • i••ii• ISN � ••i• • •• ••••• may^ • • •• •i •••• •••••• N • • • • • 0 x N HOj O O O Z° Up.Z 3 aO:U W W Vw ZOO O O= . K u VZ OZ WZ Z oZ O-O wj0 m5 03 Z mf QOM a=0 O° EI gZ_,qi K? 7 OKI =rlm a V w < O 0. VWow zZ- V' x 2 jOF m m in eV 'O .SY Z\3 U\'S 3 �\3 .0.2 bJw �W 4,Vim �xW NxW UW xxW - °ZV O� �m F_K �xC ZD: F.0 27 ; a �30� �3Z oYa 3;ou Jz° °�"� ¢<� o°�U z<�aX� o ¢ So' W3:TO 3v1 Jx�1 30i JWo u�•=-- W0° - Yao oYai w3aZuZ }Yao NV 3w UO S a0- Q D1U0 W°� m88 '"D.ir io88� °eG ON OCN 9VT12 Zm�w mmhpr+>pm1'iW jm Kwvi W = VOO �OOw w�Ow 00 3<3 ax I/1w Q7 jp= tNC �_Zz aZZW '�m2y0°I U22? Yy.N x 2�- 2 3m'a�3w2 A. VV. FUU OOU TUU. °O� O ^p0=0- YFj JOO^ 00� VSO= 00!z mwm O8 UQ 3 3 r...i F �Oa awo - uo eo, m. v1 In.'�.3 in wvOi 3 s2� �Nmril i .... ...... .... . . . . .... .. • •��• • • • • • •��A• •• • •��• • • • • • • • • � • •��• � • • • •��• • • � � � • � .500 * PLASTIC COMPLIES WITH �/ o � DDDR PANEL SECTION 2612 OF FBC 2007 CoI 24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE i O � w m 1.765 1.725 Q f 7/16'DIA. WASHER 1.144 O III y� L � Q N8 X 3/4"SMS 21 3/4" V 8 M Or7II O 3/8"FROM ENDSMAX. .176 .800 a K j N 11 IIII 1 1 AND 7"O.C. MAX. WOW. WIDTH C IL Q H * EXTERIOR FRAME * INTERIOR FRAME d m Ft I 11 I \ (4) b8 X 3/4"SMS + 0 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 3 6 I IIII I ` O 1-3/8"FROM ENDS J MAX W yl AND 6-I/2'O.C. MAX. N d D.L.O. J[77�rOIvyi Q_ 1J� IIII c IIII 175 X .062 DEEP IIII GROOVE IIII I I IIII O_' 00 uu O 1111 1/4'POLYCARBONATE LEXAN 1 BY SABIC INNOVATIVE PLASTICS N1 IIII NOA#06-0305.02. W ISI Q Q� w IIII a o cD ?~z = W Q o IIII Oa U)3 l.J 11 I I 8 Z„" h IIII W �� p N= w 1 I I 1 IIII _ ,. IIII .175 X .062 DEEP f. ' � IIII GROOVE n n n T III - o o o o o o z 2 O R I I i I I I (4) 18 X 3/4"SMS INSIDE ELEVATION - I O 1-3/8ENDS "FROM u i III III AND 2O.C. MAX. RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a 3 II 6-1/" O c 8% 3/4'SMS B r III � i O 3//8"FROM ENDS .175 % .082 DEEP .. ILL" 1 1 AND 4-1/2"O.C. MAX. GROOVE c v C •• ••• f • • • • • _ x � o • • • • • • • • • / �l •S o d o y8 X 3/4"SMS • • •• • • • • m u o�.. O 3/8"FROM ENDS • •• • • • • •• ---- O AND 7'O.C. MAX. • • • • ••• : r_ _--___---- -_-_-_-- _ _ Engr;JAVAD AHMAD I __ Civa PRODUCT NBt�wiC 7/18"DIA. WASHER __'_ _ _ _ _ _ _ _ FLA.PE Y 70592 C.A.N.3536 • ••• •• • • - — �wo.b -D/121 k B • • • DO•R PANEL • • • • /fP S X t ', • 24 G•. (.024) 9�ElL MIN. • ••• • • EXTERIOR O DOOR PANEL 04, • • f • • • • • • • • 15/115"M 24 GA. (.024) STEEL MIN. • •• • • • • • • W' D.L.OPG. tlrOwmg no. ••• • GLAZING TE WINDOW WIDTH S 142010 sheat.5 of 5_ ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 !3 BUILDING Master Permit No. �LV PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 134 NE 100 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Collin Ross Phone#:305.494.3557 Address:134 NE 100 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: cross@trade-street.com CONTRACTOR:Company Name: �f �O/Il lrtze-zza'-7 Phone#: 12� Address: 1-7 /v k/ l City: kha` / State: Zip: Qualifier Name: / r ll yrl 4//Ceel 4Phone#: .V46 I qI�O State Certification or Registration#rC iS < "I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 5W' � Square/Linear Footage of Work: 4/0 Type of Work: ❑ Additi n Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: � Submittal Fee$ ' Permit Fee S. rr (� "C, CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ SCJIy� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low 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 ved and einspection fee will be charged. Signature s > > Signature4Z-5:5,-0 OWNER or AGENT CONTRACTOR The iforegoing instr int was acknowledged before me this The foregoing instrume t was acknowledged before me this day of rQ-�� 20 by day of �J '�{Jti 20- by who' personally know o1ur�r�t( wh s ersonall kn 0 me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: A Sign: Print: LI Print: ta Seal: .o:P"Y P°a; MICHELLE MOLINA Seal: ;o(►*'°8,04, MICHELLE MOLINA _; ,° Notary Public-State of Florida My Comm.Expires Sep 19,2017 r• .°�: Notary Public State of Florida Commission#FF 055738 N, `o; My Comm. Expires Sep 19,2017 •••'; �F,d ` Commission #FF 055738 APPROVED BY Plans Examiner Zoning r/ �T Zoning Mot Structural Review Clerk (Revised02/24/2014) i r , y�OR9Es Wil! J Ink t al- 10050 N.E. SECOND AJE. ES IvA ORID MINWE SNORES, FLORIDA 33138-2382 eleohone: (305) 795-2207 Fax: (305) 755-8972 DAVID A. DACQUISTO,AICD PLANNING&ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-6-14-2014105 Property Address: 134 NE 100th Street Property Owner: Collin&Tracy Ross, Address: 134 NE 100 Street,Miami Shores,FL 33138-2317 Whereas, the applicant Collin & Tracy Ross, (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. One-story addition. Whereas, a public hearing was held on July 24, 2014 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The proposed improvements comply with the Code of Ordinances of Miami Shores Village and are harmonious with the community subject to the conditions of approval. 2. The decision of the Planning and Zoning Board is based on the evidence submitted and representations made, and in the official record of the hearing. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans submitted and made a part of this approval to construct a 60 sq. ft. garage extension. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources,Environmental Plan Review Division(DRER,EPRD)and the Miami-Dade Department of Health (DOH/HRS)as required. Page 1 of 2 4) Applicant to meet all applicable code provisions at the time of permitting. 5) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1)year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1)year. The application with conditions was passed and adopted this 24`h day of July,2014 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr.Reese Yes f' Mr.Zelkowitz Yes f Chairman Fernandez Yes % P Date Riet4d M.Fernandez f Chairman,Planning Board Page 2 of 2 _ `. ��-- � � � 13-5�8-6'$ � � ��L �- VI � �;;� , .4 N _ -Y _ �- �� OpetlhcMa d x®!YM � LGaf�M A rM faYfl�q MIR w�1i/d�7Y br. � _ J RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1510993 The GENERAL CONTRACTOR Named below IS CERTIFIED +��W"s Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 as a ESCOBEDO, MANUEL RIES CONSTRUCTION CORP 12697 NW 10TH LANE a MIAMI FL 33182 ISSUED: 09/25/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1409250003190 W7616 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - f>ONOT PAY � LBT ) 5880019 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES RIES CONSTRUCTION CORP RENEWAL SEPTEMBER 30, 2015 12697 NW 10 LA 6133185 Must be displayed at place of business MIAMI FL 33182 Pursuant to County Code Chapter 8A-Art 9&10 OWNER SEC.TYPE OF BUSINESS RIES CONSTRUCTION CORP 196 GENERAL BUILDING CONTRACTOR PAYMENT CO�CT�° Worker(s) I CGC1510993 $75.00 09/29/2014 CREDITCARD-14-041502 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business.Holder mast comply with any govermental or nongovernmental regulatory laws and requirements wbicb apply to the business. The RECEIPT N0.above most be displayed on all commercial vehicles-Miaall Dade Code Sec fts-276. For more ildormation,visit AC R® CERTIFICATE OF LIABILITY INSURANCE DATEXMMIDDIYYYI� tom. 11/18/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Macpherson Insurance Agency PHONE 305.669.5288 1(Fkk No:305.669.5219 55 Merrick Way,Suite 408 ADDRESS.Lmail@macphersonagency.com Coral Gables,FL 33134 INSURERS)AFFORDING COVERAGE N=# INSURERA:Preferred Contractors Insurance Co. INSURED IWSURHt 6 Ries Construction Corp. INSURER C: 12697 NW 10th Lane -INSURER 0: INSURER E: Miami FL 33182 uNsuRERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IR TYPE OF INSURANCE POLICY NUMBER POLICY EFF MIDDI LTR UNITS A' X COMMERCIAL GENERAL LIABILITY X PC2608605-00 11/18/201411/18/2015 EACHOCCURRENCE $ 1,000,000 CLAIMS-MADE OCCURPREMISE Ea occurrence) $ 50,000 MED EXP(Arty one ) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN1-AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 POLICY❑IPELOCLOC PRODUCTS-COMP/OP AGG $ 1,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED LIMIT $ awe ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per asci UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE Qa I A E.L.EACH ACCIDENT $ OFFICERNIEMBER EXCLUDED? (Mandatory in NH) EL DISEASE-EA EMPLOYE $ I ver,describe raider DESCRIPTION OF OPERATIONS belowEL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,AdditkuW Rennrke Schedule,may be attached I more space is regained) BLANKET ADDITIONAL INSURED, ENDORSEMENT NO. 24 10 07. Subject to $1,000 Deductible per claim. CGC# 1510993 CERTIFICATE HOLDER CANCELLATION Village of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Avenue TME EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE 1988-2014 CdRDUORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER DEPARTMENT OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION "CERTIFICATE OF ELECTRON TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies-that the individual listed-below has elected to-be exemptfrom--Florida-Workers'Compensation law -- EFFECTIVE DATE: 9/30/2014 EXPIRATION DATE: 9/29/2016 PERSON: ESCOBEDO MANUEL FEIN: 205155845 BUSINESS NAME AND ADDRESS: RIES CONSTRUCTION CORP 12697 NW 10 LN MIAMI FL 33182 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by fling a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant W Chapter 440.05(12),F.S..Certificates of election to be exempt..apply only within the scope of the business or trade rued on the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certifies of election to be exempt shall be subject to revocation if,at any ane after the filing of the notice or the Issuance of the certificate, the person named an the notice or certificate no longer noels the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 SNORFs some Miami shores Village Building Department ORiDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you y be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner ractor Print Name: Intl Print Name: Signature: S t Signature: //!/n)wiSCc7 fj-e l State of Florida) State of Florida) County of Miami-Dade) County of Miami-Dade) Sworn to and subscribed before me this Sworn to and subscribed before me this day of 20 day of 20 BY By (SEAL) :?o ®icy MICHELLE MOLINA (SEAL)+1-, ``,;RyP 1" MICHELLE MOLINA Type of Ide is t' N u c•State of Florida Type ofa ":� p My Comm.Expires Sep 19,2017 ommission#FF 055738 �F,d;•• Commission#FF 055738 .,06-x.. d d', i S � T S r x