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RF-13-2230MaN • IV 'Miami Shores Village 'Vt '� 4J 0 Building Department OCT 2 2013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ` FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.2 F I —YJ Permit Type: BUILDING OOFING JOB ADDRESS: .!?33M A, W ?i eL- City: Miami Shores County: Miami Dade Folio/Parcel #: - 191 - 01Y- D(iYV Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): NOWIf phone#: Address city: k4l" fwag S State: !R- _ Zip: 3315'D TenantlLessee Name: Phone#: Email: CONTRACTOR: Company Name: 5+ Address :- IN71 ,gem! -.*W" " f0fer City: V ip i-- State: Zip: x778 Qualifier Name &A&" XALEhi Phone#• State Certification or Registration t Citt,15?—q 1 (oZ Certificate of Contact Phone#: Email Address: 4- iAQu)Q DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 'JO. q��0.' Squareff inear Footage of Work: I jI Z40 6F Type of Work: OAddition UAlteration ONew -/ U&pair/Replace Memolition Description of Work: �Le, �-� oor YV a AI f%k& affsz AAA (c,oez Z" Color thru tile: Submittal Fee $ -� C Permit Fee $ CCF $ CO /CC $ Sunning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EM PROVEMENTS 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 promise in good faith that a copy of the n whose property is subjt. A. for the first inspectioever inspection will not be of a b lding permit with an estimated value exceeding $2500, the applicant must �mme ement and construction lien law brochure will be delivered to the person tifie copy of the recorded notice of commencement must be sted at the job site r er the building permit is is n the absence of s h posted notice, the will be charged /caner or Agega The foregoing instrument was acknowledged before me this % S day of 20 L2, by Nofg6W AMA- , who isA!! o_ � to me or who has produced As iden ' ion and who did take an oath. NOTARY PUBLIC: Notary Public State of Florida Olga L Marrero Sign: a My commission EE 208771 Print: 664A, .L_ a i10 My Commission Expires: APPROVED BY (613/` wuug 7 A going instrument was acknowledged before me this day of W00 9L , 20 0—, by Mm" ;696W wh is �" °"""1ly kn 6 to me or who has produces Plans Examiner Structural Review (Revised 3 /1=012)(Revised 07 /1007)(Revised 06✓1o12009)Revised 3/15109) NOTARY PUBLIC: Sign: '�ya4" Print: My Commission piri who did take an oath. Public State of Florida Marrero - LOS/17/2016 Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10 D 1 3 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: r-4ROM tVAF -t€.e?-, Property Address: 93'3B NW ?, Fr JL1, ArMl 5 .-L 5310 Roofing Permit Number: Dear Building Official: I _�'%fi6�al �>AR�. certify that I am not required to retrofit the roof to wall connections of my building because: r/The just valuation for the stru for urpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxa ' o The bui in nstru n pliance with the provisions of the Florida Building Code (FBC) or with the provisions Building Code (1994 SFBC) Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposand says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this day of QM— 6E(Z4 ZdJ 13 . Notary Public, Sate of Florida at Large 49T Ik Notary Public State of Florida 6 ° 019a l Marrero e My Commission EE 208771 • When the just valuation of the structure for purpose o ai vval n tamation is equal to or more than $300,000.00, and the building was not acted with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wan correction Hurricane Mitigation. 71;7 . f AN O � O • a r rrt.MM.#.Wrn..r • .R .. a • Mraml shores Village - • ° Building Department 10050 N.E.2rid Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 m . � a OWNERS S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE. FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: v O1 3 10050 NE 2nd Ave f Miami Shores, FI 33138 Re: Owner's.Name: r-tKI> Nat Property Address: 9 33?) N,v� Z ?L M i, Att A D- HA1Z6S , fL?J3l 0 Roofing Permit Number. Dear Building, Official: I MATIf h A ?AV V%4T-- certify that I am not required to retrofit the'roof to wall connections of my building because: The just valuation for the struc for rpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem tax •' o The bui i nstru in pliance with the provisions of the Florida Building Code (FBC) or with the provisions Of 19 f e Sou lo' Building Code (1994 SFBC) a Si a Print Name State of Florida s County of Dade The undersigned, Ming the first duly swom, deposes and says that he /she is the owner for the above property mentioned. SwuomAar and subscribed before me thig. •day of am aE&-,,., ff 173 • of Florida • 'Public State , Wola �'% Olga L Marrero ' Notary Public, Sate of Florida at Large My Commission EE 208771 • a po xpires /1712018 s • Whwl the just vwudon of the structure for purpose valaem tax on Is equal to ormore than $300.0.00, and the building was tat omMcted with FBC nor a 1094 SFBC. Then you must provide a bu8ding application from a General Contraclor for the Roof to Wd comedial HurrIcane tiditkgdm. Revised on 512irm 10/1/13 R F PropA �efarch - Rep0 MIAMI -DADE COUNTY OFFICE OF THE PROPERTY APPRAISER • PROPERTY SEARCH SUMMARY REPORT e Carlos Lope: Cantera Property Appraiser Property Information: Folio 11- 3101- 015 -0040 Property Address 9338 NW 2 PL Owner Name(s) MATTHEW S PARKER Mailing Address 9338 MN 2 PL MIAMI SHORES FL 33150 Primary Zone 0800 SGL FAMILY - 1701 -1900 SQ Use Code 0101 RESIDENTIAL - SINGLE FAMILY 1 UNIT Beds /Baths /Half 2/1/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,215 Lot Size 8,175 SQFT Year Built 1941 Full Legal Descrifition ODELL MANORS PB 41 -57 LOT BLK 1 LOT SIZE 75.000 X 109 OR 15389 -3328 0192 4 COC 22198 -2057 03 2004 1 Assessment Information: Current Previous Previous 2 Year 2013 ' 2012 2011 Land Value $73,467 $59,386 $65,984 Building Value $65,643 $72,797 $72,842 Market Value $139,110 $132,183 $138,826 Assessed Value 1 $134,430 $132,183 • $138,826 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $4,680 $0 $0 Homestead Exemption $25,000 $25,000 $25,0110 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values lie County, School Board, City, Regional). ; Aerial Photography 2012 ' N Taxable Value Information: Current Previous Previous 2 Year X2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$84,430 $50,000/$82,183 $50,000/$88,826 School Board $25,000/$109,430 $25,000/$107,183 $25,000/$113,826 City $50,000/$84,430 $50,000/$82,183 $50,000/$88,826 Regional $50,000/$84,430 $50,000/$82,183 $50,000/$88,826 Sale Information: Date Amount OR Book -Page Qualification Code 07/17/2009 $130,000 26970 -4802 Qual by exam of deed 03/01/2004 $207,000 22198 -2057 2008 and prior year sales; Qual by exam of deed 01/01/1992 $01 15389 -3328 Qual by exam of deed 12/01/1986 $50,000 13130 -1546 2008 and prior year sales; Qual by exam of deed 11/01/1989 $0 00000 -00000 1 Qual by exam of deed A Disclaimer: The Office,ef the Ptoperty Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information arid GPS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretatioh. Although #s websitt; is periodically updated, this information may not Ceflect the data currently on fide at Miami =Datle County's systems of record. The Property Appraiser. and Migmi -Dade County assmnes no liability either for any errors, omissions, or inacctuacies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upQn any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http: / /vA w,miA midade .gev /irrfo /disclaimer.asp. ° Property information inquiries, comments, and suggestions email: pawcbmail @miamidadc.gov GIS inquiries, comments, and suggestions email: gisCmiamidade.gov Generated on: Tuc Oct 01 2013 c gisweb.miamidade.gqwRopertgSearch/printMap.htm 1/1 00x+64 "xRoo �TM1S tS'NbtA BIi;1. - t6 MOT PAY 6496707 5� NAANA7'ION �AiI��Y 13�l�N�`CO�tP 114" "� IIV 34 5t Dom )*1.33178 OV MVR RAINAWAY ROOFING CORP Worker(s) 2 li�(CBtPT' IYO. 49WAL 6760712 Pursuant to county Code Chapter 8A - Art, 9 & 10 SEC. TYPE OF BUSINESS 198 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED CCC1329162 BY TAX COLLECTOR $45.00 09/16/2013 CREDITCARD -13- 008912 Th18_JOgal 8usinn Iax Receipt pptyconfirms payfineatolt� (ucal gusiaess Tax Tt►e Receipt is �t a license, pBalliL;9r a oertNtaglt0d of the holder's gaaliH Ede, to do blaeas Holder amst comply with any povemmental or no4gavemmentai I'Ugflletory laars and regnhemeab v,bich apgiy to the 6ueh�s, TIIe RECEIPT tYO. move nq d�play� ali coepgerchll vehioie8 - Miami -Dada Code Sec 8a -278. Fat more information, visit + CERTIFICATE OF LIABILITY INSURANCE - °A 0/110/1 °3"" Montovi Insurance PRODUCER Mon THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION I POLICY NUMBER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SW 56 Street, Suite E HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33165 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE M 1 NAIC # I Phone (305) 279 -5592 Fax (305) 279 -5506 f —_ INSURER A: ARCH SPECIALTY INSURANCE CO. 1 100000 INSURED RAINAWAY ROOFING, CORP INSURER B: 11471 NW 34 St -- – – — -- - - - - -- - -- INSURER C: Doral, FL 33178 - INSURER D 1 (305) 269 -3883 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ INSR LTR ADD'L INS RD TYPE OF INSURANCE I POLICY NUMBER POLICY AT EFFECTIVE PI ATION POLICY MU LIMITS i A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE ❑/ OCCUR 4 ❑ ❑ 2500 El ! ;GEN'LAGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC AGL004126 -00 !! 09/10/2013 I 09/10/2014 EACH OCCURRENCE 1,000 000.00 DAMAGE TO RENT D PREMISES Ea occurrence 50, 000.00 MED EXP (Any one person) 5,000.00 PERSONAL & ADV INJURY 11000 000.00 GENERAL AGGREGATE 2, 000 000.00 PRODUCTS - COMP /OP AGO 2,000 000.00 ? ! 1 AUTOMOBILE LIABILITY ANY AUTO ❑ ALL OWNED AUTOS ❑ U SCHEDULED AUTOS �❑ HIRED AUTOS !❑ NON OWNED AUTOS I j❑ 171 _ -- COMBINED SINGLE LIMIT (Ea accident) i f BODILY INJURY (Per person) T BODILY INJURY (Per accident) _ I PROPERTY DAMAGE (Per accident) —' _ i ❑ f GARAGE LIABILITY ! ❑ ANY AUTO �❑ �~ AUTO ONLY -EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGO i EXCESS CESS / UMBRELLA LIABILITY ❑ OCCUR [❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ j I EACH OCCURRENCE AGGREGATE ! WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N 111 ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under SPECIAL PROVISIONS below OTHER ❑ WC STATU- ❑ OTH- ___ TO Y LIMITS_ ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT [DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS (ROOFING i I f CERTIFICATE HOLDER CANCELLATION 25 (2009/01) OF ©1988– MQS9'ACORD CORPOR All rights reserved. I'he ACOfiD name and logo are registe arks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village Bldg Dept 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 1 OaSa NE 2nd Ave THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS-A REPRESENTATIVES. Miami Shores FI 33138 AUTHORIZED REPRESENTATIVE - f � 25 (2009/01) OF ©1988– MQS9'ACORD CORPOR All rights reserved. I'he ACOfiD name and logo are registe arks of ACORD I ®I 1 a , e Florida Building Code Edition 2010 High Velocity Hurricane Zone, Qnjform.Perrpit Application Form Section D (Steep Slopes! Roof System) Roof °System Manufacturer: 617tZ- 2t/C1 -S Product Approval Number: I Inimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1 • *J. V5 P2: • . ZZ P3: Maximum Design Pressure Product Approval Specific System: Vo, Method of Tile Attachment: 51 n[6te ngalye � S�l5i N1�p • . d • Steep Sloped System Description 0 Deck Type: �Lt i V4009 1YRo f Slope:Type Underlayment: j' -� 130 :12 Insulation l �r Pf •. p Fire Barrier: ■ d Fastener Type &Spacing: Ridge Ventilation? Adhesive Type: A Type Cap Sheet: a — Roof Covering: i36C Alp) C,.O(,Ofz u l Mean Roof Height: Z • Type & Size Drips Edge. , Nr �11 � • y: - - Vie. a .o.i , ,: • x � 6 -O • ° a. 0 Florida Building Code Edition 2010 High Velocity Hurricane .Zopq, Uniform Permit Application Form Section E (Tile Calculations • For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mf. If the Mrvalues are greater,than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. a. • Method 1 "Moment Based 'Tile Calculations Per RAS 127" . {P,: 1 x A� - 27 = 10 196 - M9: ? 1 = Mr7 �j.15' Product Approval Mf 90, y (P2: GO, ! x X " 78 = 18-13 _M11:- 1, f 1 = Mr2 I" ZZ Product Approval Mf (P3: lGC7. 7 x 27.9� - Mg: 7.71° = Mr3 �• Z� Product Approval Mf 410, Y Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, o r, • R r • M Re uired Moment Resistance' I Mean Roof Height -i Roof Slope 4, 15' 20' 25' 30' 40' 2:12 34.4 36.5 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 1 30.0 'Must be used in conjunction with a list of moment based tile systems endorsed by the . Broward County Board of Rules and Appeals. v For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the ro 'bf, then the tile attachment method is acceptable. . Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1. = x w:= _j - W: x cos Q: - Fr, Product Approval F (P2: x 1: = x w:= _) - W: x cos Fn Product Approval F'___ (P3: x 1: = x w:= _ ) - W: x cos 0: - = Fri Product Approval F- e Where to Obtain Information ption S Symbol W Where to find Design Pressure P P1 or P2 or P3 R RAS 127 Table t or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H H J Job Site Roof Slope B B J Job Site ° Aerodynamic Multiplier N N. P Product Approval Restoring Moment due to Gravity M M, P Product Approval ' Attachment Resistance 9 9 F Frl3au-ctApproval ` Required Moment Resistance M M, C Cai.'ulgted ' a e' e t t e • SECTION 1624 HIGH, VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING ,.. CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the cgntent of this section.. The provisions of Chapter 15 a. the Florida Building Code, Building govem the minimum requirements- and standards of the industry for roofing fh system installations. Additionally, the following items should be addressed as part of the agreement between.e owner an d the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 4. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) a%wlbr&.,fhe purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearances issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the. owner and the contractor. 2 R ®Walling Woad Decks: When replacing roofing, the existing wood roof deck may have to be renailed nce with the current provisions of,Chapter,a6 (High Velocity Hurricane Zones) of the Florida Building 4 Code. he roof deck is usually concealed prior to removing the existing roof system). , Z4EL3. Common Roofs: Common roofs are those which have no visible delineation between neighboring un' (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should dotify the occupants of adjacent units of roofing work to be performed. J4° Exposed Collings: Exposed, open beam ceilings are where the underside of the roof decking can be ed •from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option o maintaining this appearance. 6. Ponding Water: The current roof system and/or deck of the building may not drain well and may cau water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of °structural. distress and may require the review of a professional structural engineer. Ponding may shorten the 'Iife e expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofin system is removed. Ponding conditigns should be corrected. .6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o rloafied from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ° overflow scuppers (wall outlets) aee not provided. It may be necessary to install overflow scuppers in accordance with Florida Building Code, Plumbing. e 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of th structural mbly building itself). The' existing amount of attic ventilation shall not be red ced. It may be benefi ' ns' er I 'onal venting which,caan result in extending-the service life of the roof. s% a Ys gnature Date C ntra s Signature • m z Ptope Addres$ Permit Number Rev. 1 cFQ05,Computer Servloes, Buikai g Deperbrie►rt 41 I t 1 r t -� F DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AT4D CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Polyglass USA Ine. 150 Lyon Drive Fernley, NV -89408 a SCOPE: . T , MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gly/econo NOA i's 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. r � SCRIEP Ol :� Polyati& 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 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 r visei'NOA #11- 1229.01 and consists of pages 1 through 8 The subihitted documentation was reviewed by Alex Tigera. APPROVED r NOA No.: 12- 0713:02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of S ROOFING COMPONENT APPROVAL ' Category. Roofing Sub- Category: Underlayment Material: ' SBS , APP Self- Adhering Modified Bitumen a PRODUCTS DESCRIPTION: •d Pi oduct Dimensions PolysticWTS Roll: underlayment 6518" x 3933/8" Manufacturing Location 60 mils thick #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick-TU underlayment' Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1&#2 . Test Product Specification Description TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Roll: TAS 103 and A fine granular /sand top surface self-adhering, 65' x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Roll: TAS 103 and A heavy granuled surface self adhering, APP 32'10" x 3'33/$" ASTM D 1970 polymer modified, fiberglass or polyester 100 mils thick reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Roll: TAS 103 and A rubberized asphalt self - adhering, glass- 65'x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing 80 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3'33/8" 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- Manu facturing Location 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Manufacturing Location #2 , MIAMl.OW1DE COUNTY APPROVEDI a Roll: TAS 103 and A rubberized asphalt self - adhering, glass - 61' x 3'33/8" ASTM D 1970 fiber /polyester reinforced waterproofing 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12- 071102 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 a PRdDUCTS DESCRIPTION: Product Dimensions PolysticOrU Max Roll: Manufac ring Location 65'8" x 3'3 -3/8" #2 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA ASTM D 1970 2.Winter Haven, FL EVIDENCE SUBMITTED: 0 Pest Product ; Specification Description TAS 103 and A rubberized asphalt self - adhering, polyester ASTM D 1970 reinforced waterproofing membrane. Designed. • as a a roof tile underlayment. Test Azencv Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01 -f TAS 103 04/27/01 11756.08.01 -1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -RI TAS 103 12/04/08 P10870.04.09 TAS 103 /ASTM D4798 & G155 04/13/09 a P33360.06.10 ASTM D1970 07/01/10 • P33370.03.11 TAS 103 03/02/Ll ; P33370.04.1 I ASTM D 1623 04/26/11 e P36900.09.11 TAS 103 /ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110 /ASTM D4798 & DI 970 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 111 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. JX201-17A TAS 103 /ASTM D4798 & G155 04/01/08 RX14E8A TAS 103 /ASTM D4798 & G155 11/09/09 DX23138B TAS 103 /ASTM D4798 & G155 02/18/10 DX23138A TAS 103 /ASTM D4798 & G155 02/18/10 `e 0 • 0 y NOA No.: 12- 0713.02 COUwi�r Expiration Date: 09/13/16 PP Approval Date: 02/14/13 Page 3 of 8 4 = 0 M t INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more•plies of ASTM D 226 Type Il 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. Airnails 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 -' /z" 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. • `MIAM40d4DE couNTY NOA No.: 12- 0713.02 , , , , Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 t 0 e s } GizNERA;L LEME[TATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick NITS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile 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. Pojyglass 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. 7. AR 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 tile 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 tile 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 un4erlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile E sure Limitations (days) Polystick IR -Xe Polystick TU, TU 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. AR 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 tile 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 tile 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 un4erlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Polystick TU ' Plus*, TU P, Tile Max - Pro Flat Tile Prohibited without 5:12 - No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation 8 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. 4 NOA No.: 12- 0713.02 �ff Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 a GENERAL LnmATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of the directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all undprlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max Per Stack) 6 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 rombranes 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 Apprtived" or the Miami -Dade County Product Control Sea] as shown below. • MU4M1•�1DE APPROVED1 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. • NOA No.: 12- 0713.02 huAMJ APPRO ED 1 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 9 J t , I 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 TIJ Plus should be back nailed in designated area marked "nail area, area para clavar" on thetface 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. Ali -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 NITS. 5. A fnaximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 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. S. 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. Alt 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. .4 NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 0 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Dqxu-tment 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 (NRCA). ° . PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC e APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. , • •° END OF THIS ACCEPTANCE a a ` 0 .p e °e R e • e a ' 4 • Q eo NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 MIAM MIAMI -DADE COUNTY - PRODUCT CONTROL SECTION DEPARTMENT OF PERMrffING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www,miamidade.gov/oera Eagle_oofing—Products LLC 1515 East C.R.470 Sumterville, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,-modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed `to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Ain, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ehange 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 revises NOA# 11- 0321.02 and consists, of pages 1 through 10. - The submitted documentation was reviewed by Alex Tigera. � # NOA No.: 12-0430.04 H=E COUNTY Expiration Date: 10 /45/16 Approval Date: 08/02/12 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed thb design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Aimlicant Dimensions Snecifications Bel Air Concrete Tile L = 17" TAS 112 Bel Air Double Eagle Concrete Tile Ponderosa Concrete Tile Ponderosa Double Eagle Concrete Tile Golden Eagle Concrete Tile Trim Pieces W= 12 ' /o" Thickness =' /Z" L = 17" W = 12 ' /a" Thickness =' /z" L = 17" W = 12 '/" Thickness ='/2" L = 17" W = 12 ' /a" Thickness =' /a" L = 17" W = 12 ' /a" Thickness =' /z" 1= varies w = varies varying thickness TAS 112 TAS 112 TAS 112 TAS 112 TAS 112 Product Descriution Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Flat profile concrete roof tile with slate finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. a ' Flat profile concrete roof tile with shake finish equipped with two nail holes. For adhesive sei, direct deck or battened nail -on applications. Flat profile concrete roof tile brushed finish equipped with two nail holes. For adhesive set, direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 2 of 10 t 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies ERPF-00 1 -02-01 TAS 112 Aug. 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix ITT TAS 102 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix Il TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. ® Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7094 -(2, 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7183 -(5 thru 6) Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7214 -(1, 5, & 8) Static Uplift Testing' March, 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7487 -2 Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7496 -(1 & 4) Static Uplift Testing Dec. 1995 Engineering, Inc. TAS 102 The Center for Applied 25- 7804 -6 Static Uplift Testing Sep. 1996 Engineering, Inc. TAS 102 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 TAS 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 ' • ' Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moments Due to Gravity Sep. 2006 • • NOA No.: 12-0430.04 ho'4M1 �►pe �� Expiration Date: 10/05/16 Approval Date: 08/02/12 ' Page 3 of 10 4 • i .y 1 0 1 . i 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. % 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. ' 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION ° 4.1 Eagle Roofing Products LLC Bel Air, Bel Air. Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -I .(ft) Width -w (ft) Bel Air, Bel Air Double Eagle, 11.4. 1.42 1.03 Ponderosa, Golden Eagle, ' Ponderosa Double Eagle Flat •. . Tile Table 2: Aerodynamic Multipliers - A (ft) Tile Profile A (ft) A (ft) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 ' Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile A v • e NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 4 of 10 a I I , I Table 3: Restoring Moments due to Gravity - Mg (ft -lbf) Tile 3 ":12" 4 ":12" 6 ":12" 6 ":12" Greater than Profile 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 7':12" Bel Air, Bel Air Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Double Eagle, 2 #8 Screw Deck 51.7 Deck 1 -10d Smooth or Screw Shank Nail Field Clip) Deck 24.3 Deck Tile Deck 7.48 7.71 7.37 7.59 7.22 7.44 7.05 7.27 6.86 7.07 Ponderosa, Golden Eagle, 2 -10d Ring Shank Nails X0.3 65.5 48.3 1. Installation with a 4" tile headiap and fasterners are located a min. of 2'/2" from head of tile. Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) . for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens 0 Bel Air, Bel 2 -10d Ring Shank Nails 30.9 38.1 17.2 Air Double Eagle, Ponderosa, Golden 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 Eagle, Ponderosa Double Eagle Flat 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 Tile 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 ° 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Chi 31.9 31.9 32.2 2 -10d Ring Shank Nails X0.3 65.5 48.3 1. Installation with a 4" tile headiap and fasterners are located a min. of 2'/2" from head of tile. e ' NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 5 of 10 . •t G Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) ° for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Adhesive 31.3 Ponderosa, Golden Eagle, Ponderosa 40. Ponderosa, Golden Eagle, Double Eagle Flat Tile ' 1 See manufactures component approval for installation requirements. ' 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3M"" 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 graryls. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, 3M 2- Component Foam Roof Tile Adhesive AH -160 118.9 3M 2- Component Foam Roof Tile Adhesive AH -160 40. Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 3 Large paddy placement of 45 grams of Pol ProTm. ' 4- -Medium ent vf_24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set5 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile -Tite Roof Tile Mortar. NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 6 of 10 1 1 1 1 . .e 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". EAGLE,�' FLORIDA 46 BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, VONDEROSA DOUBLE EAGLE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) ' 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit'shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly _ evaluate the"installation of this system. NOA No.: 12-0430.04 12TY Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 7 of 10 A A I I a PROFILE DRAWING BEL AIR BEL MR-DOUBLE, EAGLE' 46 0 NOA No.: 12-0430.04 Expiration Date-'10/05/16 Approval Date: 08/02/12 Page 8 of 10 I t , I I . .6 F=1 7'P'PRE V �ED PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.: 12-0430.04 Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 9 of 10 f ; I I a g GOLDEN EAGLE END OF THIS ACCEPTANCE NOA No.: 12-0430.04* ra 'aaao� Expiration Date: 10/05/16 Approval Date: 08/02/12 Page 10 of 10 4 / 1 f MIAM MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov /pera --!1Vlrompany! 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTIQ�-3Affm-2 Cvmpunentl,oam -Roof Tile Adhesive AR-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name. or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA4 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by- Alex- Tigera. APPROVED NOA No.: 12- 0228.18 . Expiration Date: 05/10/17 Approval Date: 05/10/12 Page I of 7 i 1 I t • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile 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 attachmelit 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 Specifications 3MTM 2- Component Foam N/A TAS 101 Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 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: Prove Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ` Closed Cell - Content Test Results ASTM D 162P2 1.6 lbs. /ft.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Fe ASTM E 96 3.1 Perm / Inch ASTM D 21 *26 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58T., 100% Humidity, 2 weeks ASTM D 2856 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 a Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering 494 -060 TAS 101 04/08/94 Miles Laboratories Polymers Division Ramtech Laboratories, Inc, Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 NB -589 -631 ASTM D 1623 02/01/94 9637 -92 ASTM E 108 04/30/93 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 06lb[l] ASTM E 84 01/16/95 7050.02.96 -1 TAS 114 03/14/96 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: .z. 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures, acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F 1� W . Fl_ �2� — MS • NOA No.: 12- 0228.18 Expiration Date: 05/10/17 IDY Approval Date: 05/10/12 Page 3 of 7 I L w 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 d4ta is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser 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 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel ) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles 1 #3 1 1 8 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 pontainers shall comply with the Standard Conditions listed herein. 13 BUILDING PERmff REQUIREMENTS: * I As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nd through Plastic Content Paddy (B096 1118) UMMMW 1 Pa* (Beneath Tile) 10 in EMCOM 21 Fasca rawa Em coume o*. EmClom Keep aff-lVe approL 41a up from weephole; APPROVED Nell through plastic cement Undifflayntent Pa* (Beneath Tile) 1 21 EMCMM rawa Weephole Em cause ordy.- Eave clan Keep adhe" approx. Drip edge 4 In. up from weepholes 11) Place enough a&mW to aftve 17 to 23 Optional 209 for square Incites In Contact with the pan toe steeip Pita appilicadom Nall O-qh plastic -M 2) Turn cows upside Ova lace adhesive 1112 Im To I In. From outside edge cover Me. Then Install ft tile. 0 Undeflayroent —2 an SMath4 cousecowttie Abutto second counis of opgonw pan fles. Ensure em end pan MW com tiles am of Point-up Mew flush at em lint an longbdhW edgesoftile Eave dam Weephole Fascia (mortar shown) NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 1 � • ra 11 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nag through plastic cement Paddy (Berth Tge) Nail through plastic cement Paddy (Beneath TAe) Umlerlayment °� Undedaymerd ° 71n. 71n i in. ° Ears Course, ° ° Fascia Fascia '• Weephole ° EaveCouna Eave closure edge lave Clasure UP O e n- aa� i nerv7 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 B ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under dle (between file) Underlayment Single paddy between Via Paddy 21n. x 71n. medium (under file) size paddy save course only Single p paaddy In 3 n, x31n. 3 x 3 i Under tile n. 4 In. 2 in. single Single paddy on 21n . 4 an. Q paddyon under- under- layment layment QbSingle paddy Fascia ve course on top of the Weephole Eave Single paddy X 71n. medium Eave closure on top of dle Course Drip edge Fasda oourse only Nall through plastic cement Z), In. x 3 4 Single paddy padd f on underlayment 2 Single paddy of t on top of file lie Eave Cam Single paddy "on file F Eave Closure 21nl71n. medium Fascia size paddy eave course only END OF THIS ACCEPTANCE 4% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205260 Permit Number: RF -10 -13 -2230 Scheduled Inspection Date: January 06, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: PARKER, MATTHEW Work Classification: Tile Job Address: 9338 NW 2 Place Miami Shores, FL 33150- Project: <NONE> Contractor: RAINAWAY ROOFING CORP Phone Number Parcel Number 1131010150040 Phone: (305)393 -8993 muuamg uepartmunt %,uminentz TILE RE -ROOF WITH EAGLE BEL- AIR COLOR WHITE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 200342. MISSING RENAILING AFFIDAVIT Failed .Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 03, 2014 For Inspections please call: (305)762 -4949 Page 24 of 27 Lab Report No. 122119 FLORIDA ?EC Providing Solutions to the Roofing Industry C.A. #: 30448 Lab Certificate: 12- 0130.40 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRESS 9338 NW 2d PL., Miami Shores OWNER CONTRACTOR Rainaway Roofing Inc. TILE TYPE. • Flat ATTACMWMT.• Polyfoam Testina Eauioment Diaital Chatillon DFIS 200 Test Tabulation PERMITNo: RF10132230 ROOFING SQUARES: 16 RooF PPTCH.• 3:12 INSPECTOR INITIALS: AB 7WT DATE: 12/18/2013 Required Testinq Force: 35 lbs THIS ROOF HAS: PASSED 3{ I FAILED "THE STATIC UPLIFT IN ACCORDANCE WITH NUAMI -DARE COUNTY TAS 106. W. C �. 4s4cD289M844&_ 12/23/2013 The method and sqf lware that have been utilized to sign and seal the report, comply with the intent of the Board Rules. Spec &411y, with reference to Florida Statutes 471 and the Florida Administrative Code Rule 61 G15- 23.003 for Engineers. 10735 SW 216' St. Tel: (305) 256 -4550 Unit 416 Miami, FL 33170 www.floridatec.net Fax (305) 256 -6833 Certificate of Completion Envelope Number. FE32B9C7706D44E7BBE1AB24A6301E66 Subject: 9338 NW 2nd PL DIGITALLY SIGNED; 18644 SW 89 CT DIGITALLY SIGNED Source Envelope: Document Pages: 2 Signatures: 2 Certificate Pages: 2 Initials: 0 AutoNav Enabled Envelopeld Stamping: Disabled Record Tracking Status: Original 12/23/2013 7 :42:57 AM PT Signer Events Alberto Cardona alberto@%ddatec.net Engineer Florida TEC Security Level: Email, Account Authentication (None) Consumer Disclosure: Not Offered ID: 'in Peron Signer Events 'Editor Delivery Events Agent Delivery Events Intermediary Delivery Events Certified Delivery Events Carbon Copy Events Brandon Jensen brandonjensen@comcest.net vice president Security Level: Email, Account Auttrenflcation (None) Consumer Disclosure: Not Offered ID: Holder. Alberto Cardona alberto@floridatec.net Signature �llUUat,vte (,area. Using IP Address: 50.73.7.137 Signature Status Status Status Status COPIED Elthon ebon@floridatec.nel: COPIED Security Level: Email, Account Authentication (None) Consumer Disclosure: Not Offered ID: ICY pu re 22c"460 Status: Completed Envelope Originator. Alberto Cardona 10735 SW 216 St Unit #416 Miami, FL 33170 alberto@floridatee.net IP Address: 50.73.7.137 Location: DocuSign Timestamp Sent: 12/23/2013 7:43:13 AM PT Viewed: 12123/2013 7:43:17 AM PT Signed: 12/23/2013 7 :44:08 AM PT Freeform Signing Timestamp Timestamp Timestamp Timestamp Timestamp Timestamp Sent: 12/23/2013 7:44.09 AM PT Viewed: 12/23/2013 8:55:26 AM PT Sent: 12/2312013 7:44:09 AM PT Viewed: 12123/2013 7:56:57 AM PT Notary Events Timestamp Envelope Summary Events Envelope Sent Certified Delivered Signing Complete Completed Status Hashed/Encrypted Security Checked Security Checked Security Checked Timestamps 12/23!2013 7 :44:09 ABA PT 1212312013 7:43:17 AM PT 1212312013 7:44:09 AM PT 12/23/2013 7:44:09 AM PT RE: Permit # RF -10-13 -2230 BRANDON JENSEN Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 10 /25/2013 INSPECTION AFFIDAVIT licensed as a (n )ztra Engineer / Architect, (P ft nmrne and cirde ucense Type) FS 468 Building Inspector License #: CCC1329162 On or about 10/24/2013 10:00 AM , I did personally inspect the roof deck nailing and (Date & Mrre) Secondary water barrier work at 9338 NW 2 PLACE .MIAMI SHORES FL 33150 (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. Swom to and subscribed before me this 25TH day of OCT Notary Public, Sate of Florida at Large XV �,�AX X14, �.¢.r A 49 1% "�pela Reyes �` Ftorura My Commission EE 194157 a V60 Expires 04/30/2016 *General, Bull ft, ResWentlai, or Roofing Contractors or any individual certified wider 468 F.S. to make such an knspec don. Include photographs of each plane of the mof with pemdt # and address # dearly am marked on the dm* for each hWection Revised on SWAM Miami Shores village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S ' . 1 N NUMBER: (305) 762.4949 NOV 0, 2013/ FB 20 Permit No. Iz-f- 10--1'5 'ZzW Master Permit No. Permit Type: BUILDING OOFING JOB ADDRESS: `fng " ?, PLAC e City: Miami Shores County: Miami Dade Folio/Parcel #: Ii�SC.I� Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): {`t-+y1�l.IS��g ?a� – Phone#: Address: 9 3500 Ayj Z' &Ace City: t4 TACCon State: R, Zip: -S3 ) Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Address: I N it AW 3S ""A <61 city: 'ybP& - State 4FLI Qualifier Name: b1St Zip: 3�J 11 Phone#: State Certification or Registration Certificate of Compe cy #: Contact Phone#: .91S_— (o LOO Email Address: M%A0q.Lk)t3 DESIGNER: Architect/Engineer: t� � Value of Work for this Permit: $1D 6. R Square/Linear Footage of Work: '5P Type of Work: OAddition OAlteration ONew l(Repair/Replace ODemolition Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address city State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such pos notice, the inspection will rat by apRxoved�nd a reinspection fee will be charged. �� - n Signature Signature It A r4 or caner or Agent , The foregoing instrument was acknowledged before me this 3 day of �' , 20 it?' , by &AW PA ° a , who is sonally kno to me or who has produced As identification and w_bQ did take an oath. NOTARY PUBLIC: Sign: Print: pia AhWO6W Contractor The egoing instrument was acknowledged before meett—hirs3P day of OG?1. :.' , 20 L, by 44MkW who iW rsonally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLI Sign: Print:g�� My Commission Expires: ►► Notary Public 9toto of F1o*W My Commission Exp' 01 ®0 L Mermm i# padit fto of Florida My Commission RE 206771 Expires Coll 712010 L , "A APPROVED BY P`-' Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Roof Slope: 7—_: 12 Type: Underiayment• Barrier: • Type &Spacing: WI to IL 5� VA 4 give Type: Type Cap Sheet: Covering: �f I Type & Size Drips Edge: 3� CgA�� ---� -4 ex Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tie systems, choose either Method 1 or 2. Compare the values for M, with the values from K. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" `) (P,: A I x A = �i• 7 - Mg: �= Mr, 3.3`b Product Approval Mf !� I (P2: x = l� - M9: Z `�1 I = Mrz Product Approval Mf (P3:1& x =Z�. t�j - Mg: = Mr3 � Product Approval Mf Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, Mf Requi red Moment Resistance* Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 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 1 27.1 1 28.2 30.0 "Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tie systems use Method 3. Compare the values for F' with the values for Fr If the F values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: _ x w:= )-W: x cos 0: - = Fr, Product Approval F (P2: x 1: = x W:= )-W: x cos 0: - = Frz Product Approval F (133: x 1: = x w:= _ ) - W: x cos 0: - = Fri Product Approval F Where to Obtain Information Descrlpton Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier X Product Approval Restoring Moment due to Gravity. M Product Approval Attachment Resistance M Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average The Weight W I Product Approval Tile Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9" Ave Okeechobee, FL. 34972 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or 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 Division that this product or material fails to mat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation 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 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 revises NOA No. 10- 0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. ' NOA No.: 10- 1202.01 Expiration Date: 12108115 Approval Date: 12/30110 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Anulieant Dimensions Sueci %cations Description Plantation Tile Length: 16'/x" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Flat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-1202.01 Expiration Date: 12/08/15 Approval Date: 12/30/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Welght-W (Ibf) Length -I (ft) Wldth -w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multi liers - 0 Tile Profile �, (ft3) Batten Application 3 Direct ck li ation Plantation Tile 0.267 0.289 Table 3: Restoring Moments due to Gravity - M {ft -Ibf) Tile 2 ":12" 3 ":12" 4 ":12" 5 ": 12" 6 ": 12" Greater than Profile 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 7 ":12" 14.0 Battens,ATir-ft 7.4 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 24.3 24.3 Deck 1 -10d Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck 2 -10d Smooth or Screw Shank Nails Field Cli Deck 35.5 Deck 2 -10d Smooth or Screw Shank Nails Eave Clip) Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) For Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 15132" plywood) Direct Deck (Min. 19132" plywood) Battens Plantation Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Cli 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 -T 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" file headiap and fasteners are located a minimum of 2'/2' from the head of tile. NOA No.: 10- 1202.01 Expiration Date: 12/08/15 �, rorY Approval Date: 12/30/10 Page 3 of 5 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) For Two Pa Adhesive Set Systems e Profile Tile Tile Application inimum Attachment Pol ProTm Resistance Plantation Tile Adhesive 31.3 2 See manufactures oom onent approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.8 grams. Pal dam Product Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Sin Is Patty Adhesive Set Slymstem s Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Pol ProTm Pol ProTm 40.4 4 Large paddy placement of 45 grams of Poi ProTm. 5 Medium paddy placement of 24 grams of Pol ProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set S stems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E", Entegra "E ", where the E is a stylized logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 7. MANUFACTURING LOCATIUNS 7.1 Okeechobee, FL NOA No.: 10-1202.01 Expiration Date: 12/08/15 COMM �; Approval Date: 12/30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No.: 10-1202.01 Expiration Date: 12108/15 Approval Date: 12 /30/10 Page 5 of 5