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RF-12-1877
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185222 Permit Number: RF -10 -12 -1877 Scheduled Inspection Date: February 13, 2013 Inspector: Rodriguez, Jorge Owner: SFARA, VERONIQUE Job Address: 1080 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Contractor: LANDSTONE BUILDERS INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)799 -2006 Parcel Number 1122320280090 Phone: (786)306 -3433 Building Department Comments ROOF TILE WHITE COLOR THRU Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 179635. Permit and plans must be posted. NB February 12, 2013 For Inspections please call: (305)762 -4949 Page 14 of 30 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 - 485 -9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor Al PROPERTY SERVICES Job Address Owner's Name VERONIKI SFAR.A Type of Tile FLAT 13" 1080 NE 105 ST MIAMI SHORES FL 33138 Permit # RF10121877 Date Installed Approximate Roof Height 24 feet Roof Pitch 4/12 Type of access to Roof Approximate Square Footage of Roof 25 ft 2 Required Testing Force 351bs Date Tested 1/30/2013 Number of Tests 74 Testing Equipment: F.G.E. 100 OK Contact Name SARA Phone # (305) 471 -7353 LOCATION Corner Perimeter Field Ridge # OF TEST JI PASS # OF TEST 11 _ Tests 1-1 Pass Tests FAIL Fail 13 Tests Pass _ Tests 35 Tests !! Pass 0 Total Fail Fail 15 Tests t. Pass 0 Tests Fail Tests Pass L 0 Tests Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NAff'URAL DISASTERS. ,XFNAN T. LEYVA P.E. # 67416 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, FI 33155 N Telephone (786)326 -9877 — Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786 -326 -9877 Fax: 305 - 485 -9011 a lroofinspection @gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor _Al PROPERTY SERVICES Permit # RF10121877 Job Address 1080 NE 105ST MIAMI SHORES FL 33138 Owner's Name VERONIKI SFARA Type of Tile FLAT13" Date Installed Approximate Roof Height 24 feet Roof Pitch 4/12 Type of access to Roof OK Approximate Square Footage of Roof 25 ft 2 Number of Tests 74 Date Tested 1/30/2013 Contact Name SARA Required Testing Force 35lbs Testing Equipment: F.G.E. 100 Phone # (30.52,171:73,53 W n SKETCH OF ROOF Revised by 7066 SW 44th Street Miami, FI 33155 — Telephone (786) 326 -9877 — Fax (305) 485 -9011 BUILDING PERMIT APPLICATION FBC201. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): f (cl IQ t I }- (C7(c S )J(O_Phone #: 10 S 760-1 2.006 Address: �C O WE tO ( t City: r 1 pal I State: V- L,. Zip: .1?j't "g, Tenant/Lessee Name: Phone #:30 E -Mg 2-CC6 y. lect-rcicip.. g rilac , W rh OCT 0 9 212 Permit No. 12• —1a- 4":4- Master Permit No. /e0)-11 ` 2 / 9,R Email: JOB ADDRESS: ) ()go NE . 105 .-sf 7L City: Miami Shores County: Miami Dade Zip: ?3 /-1t3 Folio/Parcel #: /I -237 Is the Building Historically Designated: Yes CONTRACTOR: // / Company Name: (� / Address: /Q Y 7 9 City: / ✓Y' i State: F i 4 Zip: 3? /(4 Qualifier Name: Ka S ✓Di A) WO dry/ 4/ Phone #: State Certification or Registration #: IGL /3.83---Az Certificate of Competency #: Contact Phone #: ;la / 5 fj) / 7 A. () Email Address: DESIGNER: Architect/Engineer: Phone #: NO /d r? Flood Zone: ,p r 7 /" Phone #: Value of Work for this Permit: $ /1/) 756 Square/Linear Footage of Work: IC,. S.& a Type of Work: ❑Additio ❑Alteration CI ❑Demolition Description of Work: 0-4E) 4DpoicA .r' • Submittal Fee $ = Permit Fee $ ��b CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2 OD Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this (i 7 day of Jan ,202 ,by lieNOMSfri rk who is personally known to me or who has produced Lt GWM't' As identification and who did take an oath. NOTARY PUBLIC: Sign: Print 0, a,u“ _ alir \SSP, V" ° Notary Public State of Florida My Commission Expires: APPROVED BY At My Commission DD940681 44,0F Expires 11/16/2013 Signature Contractor The foregoing instrument was acknow edged before me this day of ...TeA /; ,2012, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 3 Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Sign: Print: NOTARY PUi3L!C•STA E OF FLORIDA " Peter Rodriguez Ponce 1. Commission %�; „ „..•'' Expires; JAN. 23, 2015 BONDED TT 1 fl ATT .AV'TT( Rnyrillinfrrrnir My Commission Expires: Zoning Clerk NOTICE OF COMININCEMENT Alll$1111111 151N MIST StIMM=.0 VIM 1111EIFNMIT IMMO PERMIT' NO. 111X FOLIO NO. SOW OF RAMIDA: COUNTY OF MMA-O OE TIE UNDESIGNED hereby gives notice the impervdnsrn wi be made to censin red piopergR and h accordance wilt Chapter 715. Ronda Sta des. thefotiowhg Lu& . ion is plaided in this Natsos of Commencement. 111111111111111111111111111111111111111111111 CFN 2012R0035640 OR Bk 27964 Ps 4158; (love) RECORDED 01/18/2012 14:20:02 HARVEY RUVIN► CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE M a oe awe. 1. Lead daepfpdon d property and strest/addasm / OF 0 s 6 J 0 S AA , ) 338 2. Description of Improvement 3.Ownar(y name and sodas r Mime in pmperyr: Nouns and animas of fee simple tnwwider: 4. 4tr• - • ;Ranee, and phone • (-JO _111% >< Co, IN !volt/A.- G 1.1 •'tiles - ' A f oinan'ki, .,.� 1�1f�i3G • S. Sway: (Payment bond moulted by corner from oonaactoy IF any) Nsne, address and phone number: mber: Amount of bond $ & LAndees none and ruddiest 7. Persons within the Stets of iTaids designated by Owner upon whom notices or other do mane is may be served as provided by Section 713.13(1)W7., Roods Sdh+tes. time. ulnas and phone number: 8.1n addDim to hinwti. Owners destpnis the iotiowinp palm . to receive a copy tithe Uncles Notes as puaddad In Section 719,19(1)x, Roddy Statutes. Nsmw address and phone number: 9. expiration Mae orris Notice (*Commencement prsaspkaasn dteYlyawianrredanolisewasadsmadlioddat >iss odlid) wANNNOlOdgblANYPAISEINSMACEBYI EOIMNER/IFIEIMEt WQfONOFTFENOfICEOFOOMM MB INTP EOON8dBtED IMPROPER PMYea9 * UPDEt CHAPTER 714. PART 1. =nom 718.18. R.OIROm . 8R01hT158, AND CAN RESULT N YOUR RUING was POR IMPROVEMENTS TO YOUR FROPEUY. A NOTRCE OF COMMENCEMENT *$T RE RECORDED DE) Ate) POMO ON THE JOS MIME MORE 111E P URR MMSPCCTION. F YOU INTIMD TO MEIN FNANCNG. COMES vim YOUR MIMI OR AN morMly WORE CCMMMENOMIO WORK OR RECORDING YOUR NOTICE OF OOMMrENCBMEi[ Signature of QrOrsrer(N' P p Nernme* Q sd By Print 4 p, Name TltialnmoeF l(�,jQ fin er TMW0I1os =DE OF COUNTY OF MINA-DAM The fowpokrp i einenart was .cl bete,. sae ads day of 01 �03 /201 Z 2X)6/— By V�roM R UC. totem for 0 Maidenly, or CI O Personally known, a Aprodmwed the following) type of Signature of Nosy Paella Rini Name OEM VINIISCABOROMMAIEDWIRMalakaannIMMIne Under pantiles at perjury. I dsohw that I Mrs read the feeropi g and that the Lots stated In R ens ttuq, to the beet of my lerowled8e and bet ar Ow wn(N's Authorized who signed Mt 1133x26' IMAM renew era NIL Notary Public State of Florida csarssa Eden M commission O :puree 11/1A%1o13 0081 By �t4� �(, c� ° OF °FLORIDA, COUNTY OF DAR t >ifKBY CERTIFY that the to to a t e �°d sepT, 0gieai en ate is this attics. 1 1Z AD >° Book27964/Page4158 •;.YVEY RUV4N. Cierk, of Circuit and Dignity Crk .a CFN #20120035640 Page 1 of 1 A CERTIFICATE OF LIABILITY INSURANCE DATE(MM /DD/YYYY) 10/02/2012 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(ies) 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 A&A Underwriters, Inc. 2613 8796 SW 8 St Miami, Fl 33174 CONTACT PABLO M CONDE NAME: (PAH/C No. Ext ): 305- 220 -7447 FAX No): 305 - 220 -4821 ADDRESS: pmc @aaunderwriters.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Endurance American Specialty Insurance Co 13033 INSURED Al Property Service Group Inc 11602 P.O. Box 667687 Miami INSURERB: Bridgefield Employers Insurance Company 12158 INSURERC: MApfre Insurance Company of Florida 02365 INSURER D : $ 1,000,000 INSURER E : $ 100,000 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. INSR L� TYPE OF INSURANCE ADDL INSR SUBR W VD POLICY NUMBER POLICY EFF (MM /DD/YYYY) POLICY EXP (MM /DD/YYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY x CBD10000467100 07/22/12 07/22/13 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE X POLICY LIMIT APPLIES PER: jECT LOC PRODUCTS - COMP /OP AGG $ 1,000,000 $ C AUTOMOBILE LIABILITY ANY AUTO ALLOSVNED HIRED AUTOS X _ X SCHEDULED NON -OWNED AUTOS PIP 10,000 4150110004683 08/17/12 08/17/13 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENT ON $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N Y N /A 0830 -48506 07/01/12 07/01/13 X WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ 1 ,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000 000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) ROOFING CONTRACTOR CERTIFICATE HOLDER CANCELLATION City of Miami Shores 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010/05) © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.pdffactory.com STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 - 1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399- 0783 MADRUGA, YOSVANY F A -1 PROPERTY SERVICES GROUP INC 10283 SW 28 ST MIAMI FL 33165 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 from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license!' DETACH HERE STATE O1 FLORIDA AC# El 2 3 • 1,1 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CCC1328326 07/31/12 128024395 CERTIFIED' ROOFING` CONTRACTOR MADRUGA, 'YOSVAIY.: A -1. PROPERTY VICES ' `GROUP INC IS CERTIFIED under the exnixatisn date AUG 31, 20 revisions of Ch.489 Fs` 14 L12073101921 664: Opal EMAIIV,?TikliffregrAegaMIHNIVIRISESIIIIM,1111, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2073101921 DATE BATCH NUMBER LICENSE NBR 7 31 2012 128024395 CCC1328326 's The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisicne of Chapt+ Expiration date: AUG 31, 2014 MADRUGA, YOSVANY F A -1 PROPERTY SERVICES GROUP "IN 10283 SW 28 ST' MIAMI FL >.33165 RICK SCOTT GOVERNOR DISPLAY AS RE UIRED BY LAW KEN LAWSON SECRETARY 612322 -8 € NO P ,°t RENEWAL I3USINESS NAME! LOCATION RECEIPT NO, 638607-2 A 1 PROPERTY SERVICES GROUP INC STATE# CCC1328326 890 SW 69 AVE 33144 UNIN BADE COUNTY FIRST -CLASS U.S. POSTAGE _ PAID MIAMI, FL PERMIT NO. 231 OWNER A 1 PROPERTY SERVICES GROUP INC Sec. Type of Business WORKERJS 196 SPECIALTY BUILDING CONTRACTOR 4 TIPS .IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTHN6 REGULATORY OR ZONHHTY LAWS OE THE COUNTY OR CITIES. NOR DOES IT EXEMPT TNE. HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIEICAT(ON OF THE HOLDER'S OUALIEICA- MRS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR; 09/20/2012 60070000195 000075.00 SEE OTHER SIDE DO NOT FORWARD A 1 PROPERTY SERVICES GROUP INC YOSVANY F MADRUGA PRES PO BOX 667687 MIAMI FL 33166 l„ lhali, l 11111, , Ill ,lll,s,l1H.11,11.1.1)I,IINla3 Section A MIAMFDADE COUNTY "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Miami-Dade County Building High Velocity Hurricane Zone R OCT 0 9 201Z Application V.,c-12,71S13-- 8'• • :1Fle Section A (General Information) Process No: [ Al PROPERTY SERVICES 1080 NE105 ST • Low Slope ksphaltic Shingles 0 Sprayed Polyurethane Foam Roof Category 0 Mechanically Fastened Tile 0 Metal Panel/Shingles 0 Other: IANCE Vv1 7H ALL FEDERAL ( FS/ NL) REGULATIONS El Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes Roof Type El New Roof III Re-Roofing 0 Recovering [l] Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? 0 Yes ig No If yes, what type? 0 Natural 0 LPGX Roof System Information Low slope roof area (ft.2) Steep Sloped area (ft.2) 2500 Total (ft.2) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a) : 3 Comer Size (a' x a 3X3 17' 29' 22' 28' 38' 18' I ILI 1R' 12' 56' CIT SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) and Tor the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship pro s,ions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should b$ addjessed 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 faccordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Ccfie� (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 (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner si�c�u�tl notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vi wed 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 bit pn�of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of ,a professional structural engineer. Ponding may shorten the life exp ctancy and performance of the new roofing system. Ponding conditions may not be evident until the original roo n9 system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance tt tt Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of thb structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending thelservice life of the roof. wner's /Agent's Signet= e Date IOo fie/ S Property Address Permit Number Rev:1120 /2005,Computer Services, Building Department Contrac Tile Roof System MIA t'Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System BORAL ROOFING Notice of Acceptance Number (NOA): 12- 0222.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: P 2: -78.6 P 3: -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): -40.4 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. Roof Slope: Roof Mean Height: "/12" Method of Tile Attachment: ft. -- Adhesive, Medium Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: - -3" face 24 ga.- - ............ _.._ ................ ............................... -- Galvinized Metal -- 1 1/4 Ring Shank 4" on center Hook Strip /Cleat gauge or weight: Deck Type: - -5/8" Plywood -- Optional Insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment: N/A Basesheet Type: Fastener Type for Basesheet Attachment: 1/4 RS 1 5/8 TC 6" on laps 12 "in field Tile Underlayment (Cap Sheet) Type: POLYSTICK TU PLUS Tile Underlayment Attachment Method: Tile Profile: FLAT Section 'E 2 "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: 45.1 xA,',0.313' _ P2: 786......J xX 0.313', P3: 116.2, xX 0.313 = 14.12 24.60 36.37 - Mg: - Mg: - Mg: 7.91 7.91 7.91 = Mr1: = Mr2: = Mr3: 6.09 16.57 28.34 40.4 40.4 40.4 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: X 1: X 1: x 1: x w: x w: xw: - W: - W: - W: x cos 0: = Fr1: <_ x cos 0: = Fr2: x cos 0: = Fr3: < Where to Obtain Information to complete tile calculations NOA F' NOA F' NOA F' Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Mg Mf Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07- 0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. MIAMI DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing Roofing Tiles Concrete Wood I. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - w = 13" pressure extruded concrete roof tile 1- 5/32" thick Slate equipped with two nail holes. For Trim Pieces 1- 9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. MIAMI-DADE COUNTY APPROVED TAS -112 Test Identifier 7161 -03 Appendix III 94 -084 94 -060A direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name /Report Date Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Dec. 1991 May 1994 March, 1994 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. MIAMI•DADE COUNTY APPROVED 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Evaluation 25 -7183 March 1995 Calculations Walker Engineering, Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) A. (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 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 Screws 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 Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.31 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight perpatty 8 grams. MIAMI DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.9' Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProTM 4 Medium paddy placement of 24 grams of PolyProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.95 5. Tile -Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 NAIL HOLES PROFILE DRAWING 1 5/32 " (slate) 1 9/32 " (shake) 17" WATERLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) OVERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE MIAMI -DADE COUNTY APPROVED NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 MIAM DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 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 ProPack® 30 & 100 N/A N/A Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 MIAMI•DADE COUNTY APPROVED Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 963 7 -92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name /Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /— F –W F'– \2I MS MIAMI•DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser 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 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 MIAMI-DADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Fascia Eave course only: Keep adhesive appro . 4 in. up from weepholes Nail through plastic cement Underlayment Paddy (Beneath Tile) 10 In. Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes Fascia Eave Closure MIAMI-DADE COUNTY APPROVED Nail through plastic cement Underlayment Paddy (Beneath Tile) 10 in Eave Course Eave course only: Keep adhesive approx. 41n. up from weepholes Fascia Vileephole Eave closure Drip edge 1) Place enough adhesive to achieve 17 to 23 steep pitch applications square inches in contact with the pan tile To 1 in. From outside edge of cover tile. Then install the tile. \1 >9 2) Turn covers upside down. Place adhesive 112 Option 2x4's for Underlayment Remov top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) Nail through plastic cement Weephole Fascia Bo Sheathing Optional Point-up Mortar on longitudinal edges of tile NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 Nail through plastic cement Underlayment ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) 7 in. Eave Course Fascia Eave Closure Nail through plastic cement EN1W r 6) 7 in. in. �/ . j:g;;°''' e Underlayment Paddy (Beneath Tile) Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Paddy (Beneath Tile) Underlayment Eave Closure MIAMI•DADE COUNTY APPROVED Eave Course Fascia NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) Single paddy 3m under tile I x3in. Single paddy on under- layment Single paddy on top of tile fre • .fr t eEave course 2 in. X 7 in. medium size paddy eave Fascia course only MIAMI-DADE COUNTY APPROVED Nail through plastic cement Underlayment Single paddy on under- layment Single paddy under tile Single paddy between tile 2 in. x 7 In. medium size paddy eave course only x 3 in. 4 in. Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Nail through plastic cement Single paddy under tile Single paddy between tile 7.4in.x 3 in. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 M IAM4 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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.eov /pera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 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 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- 0601.10 and consists of pages 1 through 8 The submitted documentation was reviewed by Alex Tigera. MIAMI-DADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 MIAMI•DADE COUNTY APPROVED Dimensions Roll: 65'8" x 3'3-3/8" 60 mils thick Roll: 65' x 3'33/8" Or 65' x 3' 60 mils thick Roll: 32'10" x 3'33/8" 100 mils thick Roll: 65' x 3'33/8" 80 mils thick Roll: 32'10" x 3'33/8" 130 mils thick Roll: 61' x 3'33/8" 60 mils thick Roll: 61' x 3'33/8" 60 mils thick 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. TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt self - adhering, glass - fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. MIAMI•DADE COUNTY APPROVED Test Identifier 11756.04.01 -1 11756.08.01 -1 02202.08.05 P5110.08.07 P10870.09.08 -R1 P10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA- 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A TAS TAS TAS TAS TAS TAS TAS TAS Test Name /Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 103 /ASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 103 /ASTM D4798 & G155 110 /ASTM D4798 & D1970 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 3 of 8 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 -1/2" 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. MIAMWADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 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 tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 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. Exposure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro Winter Haven, FL. 180 180 180 180 180 180 180 Hazelton, PA. N/A 30 30 180 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 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, and Tile Pro 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 underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Plus, TU P, Tile Pro Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation 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. MIAMI-DADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 5 of 8 k > 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. MIAMI.DADE COUNTY APPROVED ,\\\\\\\ \ \\ \ \ \\ NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 6 of 8 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 1" 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, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, 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 #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'/ "/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, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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. Browning 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. MIAMI•DADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 7 of 8 • 1 i 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 (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED NOA No.: 11- 1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8