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RF-15-879Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-233929 Permit Number: RF -4-15-876 Scheduled Inspection Date: May 07, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: STEFAN, HELEN Work Classification: Tile Job Address: 54 NW 92 Street Miami Shores, FL Project: <NONE> Phone Number 305/756-0222 Parcel Number 1131010170190 Contractor: IMPERIAL ROOFING LLC Phone: (954)667-2990 Building Department Comments REPLACING TILE ROOF COLOR THRU CAPRAISTRO Infractio Passed comments LARGE BUENA VISTA I INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-232493. Missing: Uplift test Renailing affidavit Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 06, 2015 For Inspections please call: (305)762-4949 Page 24 of 42 esi Miami Shores Village 10050 N.E. 2nd Avenue NW Bond Type - Contractors Bond Miami Shores, FL 33138-0000 CCF Phone: (305)795-2204 Project Address Parcel Number Applicant 54 NW 92 Street 1131010170190 HELEN STEFAN Miami Shores, FL Block: Lot: HELEN STEFAN 54 NW 92 ST. 3051756-0222 MIAMI SHORES FL 33150 Contractor(s) Phone Cell Phone IMPERIAL ROOFING LLC (954)667-2990 of Work: Re Roof onal Info: REPLACING TILE ROOF COLOR THRU CAPR ification: Residential ling: 4 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $5.40 DBPR Fee $4.13 DCA Fee $4.13 Education Surcharge $1.80 Permit Fee - New Roof $275.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $809.66 Cell Valuation: $ 9,000.00 Total Sq Feet: 1556 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -4-15-55198 04/15/2015 Check #: 1337 $ 50.00 $ 759.66 04/21/2015 Check #: 1330 $ 759.66 $ 0.00 Bond #: 2679 Avanaoie Tin Cap Tile In Procc Renailing / Review Ro Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhernwre, I authoOze the above-named contractor to do the work stated. April 21, 2015 Authorized Signature: Owner / Applicant / Contractor / Agent uate Building Department Copy April 21, 2015 1 1 4 11 --,� is L, t% -A BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 38139 Tei: (305) 795-2204 Fax: (305) 756-9972 INSPECTION UNE PHONE NUMBER: (30S) 762-4949 ❑BUILDING n ELECTRIC OOFING APR 15 2015 FBC zo I Master Permit No 2E— -Y-Y6 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING F� MECHANICAL PUBLIC WORKS M CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _ 1 q a ST M-HamiShores Miami De Fano/Parcel#: is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type. Flood Zone: BFE:: FFE: OWNER: Name (Fee m iSimple 'j le Titleholder): ����-�-�W �f�' Phone#: � Arldracc- . l44 k) 1 a �i City: State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: _ T `� ( — Er,0'-I M1) G' L—( --G Phone#: 33 ( Sty State Certification or Registration M. i'.�e 302► ��� Certificate of Competency#: DESIGNER: Architect/Engineer.. Phone#: Address: ---Pty. State: Zip: Value of Work for this Permit: $_q, 0-00 60Square/Linear Footage of Work: 1 sJtp Type of Work: ❑ Addition ❑ Alteration l� 1 E-1NewZ Repair/Replace ❑ Demolition Description of Work: 'FeQ tf� e, l l (-o4 Specify color of color thru tile: C hp (Z R l S -M o L A -R & e bo.EN k V I STP,- Submitbt Fee $ _• �. Permit Fee $ 0� CCFZO Co/CC $ Scanning Fee S off- Radon Fee $ DBPR $-,No#ary $ Technology Fee $ Training/Education Fee $ %. 2TC75 Double Fee $ Structural Reviews $ Bond$. _ ®® r D6_ TOTAL FEE NOW DUE ` 61 (Rewi3ed02/Z4/2U14) Bonding Company's Name (if applicable) OW Bonding Company's Address city State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the Issuance of a building permit with on estimated value exceeding $250£1, the applicant must promise In good Mth 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 record, otice of commencement must be posted at the Job site for the first inspection which occurs seven (7) days after the building peissue in the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be chargedrit t\ n ignature OWNER or AGENT The foregoing instrument was acknowledged before me this day of `M g "— 20 IS , by R e `. who is personally known to me orwho has produced r identification and who did take an oath. to CONTRACTOR The foregoing instrument was acknowledged before me this tw day of t'� T R I L . 20 ( 5 , by ftTftx)N 91 i'L who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC. NOTARY PUBLIC: Sign: no 09 QD26,Sign: Print• Print d Seal;�" �° IAN DIAZ Seal: �►..._�,4.• JILL Y JILLIAN DIAZ �` '°3 `.° �_ `• •: MY COMMISSION #FF162571 MY COMMISSION #FF182571 :% "4 +. ,�,' o, �oa��;.� EXPIRES September 23.2018 (407) 3®8-0183 Flortdallota ce. APPROVED BY W Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. -f COPY OF QUALIFIER'S STATE LICENCES B. 1✓ COPY OF LOCAL BUSINESS TAX RECEIPT C. ✓ COPY OF LIABILITY INSURANCE* D. �'� COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: BUSINESS ADDRESS: BUSINESS PHONE: CELL PHONE QUALIFIER'S NAME: M� —(0C''A QUALIFIER'S LIC NUMBER: 1 �W) 1 RICK SCOTT, GOVERNOR _ KEN LAWSON, SECRETARY STATE OF FLORIDA' - DEPARTMENT OF ;IBUSINESS AND PROFESSIONAL ° REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD' CCC1329825' The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of -Chapter 489 FS. Expiration date: AUG 31, 2016 RITTER, ANTHONY ❑ ❑ ONY JOHN:... IMPERIAL ROOFING FING LLU ` 6234'N W 23RD TERRACE' BOCA BATON FL 33496 ■ ISSUED: 09/03/2014 DISPLAY AS REQUIRED BY LAW SEQ # L140903CM2057 M >- AN -NE M , GAN N O N P.O. Box 3353, West Palm Beach, FL 33402-3353 CONSTITUTIONAL TAX COLLECTOR www,PbCtax.com Tel! (561) 355-2284 "'LOCATED AT"" Serving Palm Bench County 6234 NW 23RD TER Serving you. BOCA RATON, FL 33496 TF' OF BUSINESS OWNER 23-0881 ROOF WG CONTRACTOR CERTIFICATION 0 RECEIPT MATE PAID AMT PAID g8y p RMER JOHN ANTNONv _... __.. wi, iotaov 919.1021811 -D8g@n4 S2T.80 SGOtaTffi7 This document Is valid Only when receipted by the Tax C011ecWs Office. STATE OF FLORIDA PALM BEACH COUNTY B1 556 2014/2015 LOCAL BUSINESS TAX RECEIPT IMPERIAL ROOFING LLC LBTR Number: 201253302 IMPERIAL ROOFING LLC 6234 NW 23RD TERR EXPIRES: SEPTEMBER 30, 2015 BOCA RATON, FL 33496 This redid grams the prmlege at engaging in or nllnc llnl ull�Iuillu managing any business profession or occupation witidn its WSd1CIJOn and MUST be conspicuously displayed at the place of business and In such a manner as Io be open to the view of the public CERTIFICATE OF LIABILITY INSURANCE Date 4/14/2015 Producer: Plymouth Insurance Agency This Certificate Is Issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. Holiday, FL 34691 rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIL # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD T of Insurance Type Policy Poli Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY each Occurrence $ Commercial General Liability Claims Made 11 Occur Damage to rented prerrdses (FA occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: General Aggregate Policy El Project 1:1 Products Products - Comp/Op Ag9 AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) $ Bodily Injury All Owned Autos Scheduled Autos (Per Person) Bodily Injury Hired Actca Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each Occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I we Statu- OTH- Employers' Liability tory Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? NO E.L. Disease - Ea Employee $1,000,000 If Yes, describe under special provisions below. E.L. Disease - Policy Limits 1 $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 81-65-076 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Imperial Roofing, LLC Coverage only applies to Injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: Fl— LCoverage Coveragedoes not apply to statutory employee(s) or Independent contractors) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ISSUE 04-14-15 (TLD) In Data S/28/2014 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof, the issuing BUILDING DEPARTMENT Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall Impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ��� Policy Number: Date Entered: A� Q CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 4/13/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER SALMEN INSURANCE 730 SW 4TH ST. #3 CAPE CORAL, FL 33991 CONTACT NAME: ALLISON PHONE(866) 587-7147 FAX NO, (888) 542-3507 E-MAIL ALLISON@SALbMNINSLME.COM ADDRESS: COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR INSURERS AFFORDING COVERAGE NAIC 0 INSURER A: UNITED SPECIALTY INSURANCE COMPANY 9/30/2014 INSURED IMPERIAL ROOFING, LLC INSURER B: INSURER C: ANTHONY RITTER INSURER D: 6234 N.W. 23RD TERR. BOCA BATON, FL 33496 INSURER E: 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 LTR TYPE OF INSURANCE ADOL SUBR POLICY NUMBER POLICY EFF M D POLICY EXP MM/DD/YYY LIMITS A COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR SII1041AO5731 9/30/2014 /30/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO REoNTEDmce) $501000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 110001000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2.000,000 POLICY PRO ❑ JECT LOC PRODUCTS -COMP/OPAGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accldent HIRED AUTOS NON -OWNED AUTOS UMBRELLALIAB Id OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION PER OE TH- AND EMPLOYERS' LIABILITY Y / N STATU E.L. EACH ACCIDENT $ ANY PROPRIETORIPARTNER/EXECUTNE OFFICER/MEMBER EXCLUDED? N / A E.L. DISEASE - EA EMPLOYEE $ (Mandatory In NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space is required) IMPERIAL ROOFING FAX: 866-662-3930 30 DAYS CANCELLATION NOTICE WILL BE PROVIDED AS REQUESTED C0bMRCIAL 6 RESIDENTIAL, NEW AND REPAIR ROOFING CERTIFICATE HOLDER CANCELLATION MIAMI SHORES BLDG DEPT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2ND AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE ACORD 25 (2014101) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Producedusing Forms Boss Plus software.www.FormsBoss.comimpresslvePublishing 800-208-1977 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: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: IA&r� Sn- 3 Property Address:_ 5L4 N U) Q a- S--1 Roofing Permit Number: Dear Building Official: S� IFfcertify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 f e u Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duiy sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this S day of K IZI L� c -;L0 1 S °�0gr rue�o MWLYN ANN FoEffi ER * ' � � * MY COMMISSION ti FF 1547W Notary Public, Sate of Florida at Large EXPIRES: September19,zala '�'����°e`O BondedThtuDudg�N�WY� • when the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructer with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to wall oonnection Humane Mitigation. Revised on 5/21/2009 Property search Application - Miami -Dade County 4/15/15, 9:59 AM Q I Back to Search Results 1 Owner HELEN STEFAN Mailing Address PO BOX 530774 MIAMI, FL 33153 Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/11/0 Floors 1 Living Units 1 Actual Area 1,316 Sq.Ft Living Area 1,316 Sq.Ft Adjusted Area 1,232 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1940 Featured Online Tools Comparable Sales Property Record Cards Tax Comparison Glossary Property Search Help Tax Estimator Non -Ad Valorem Assessments PA Additional Online Tools Report Discrepancies Report Homestead Fraud TRIM Notice View Taxes http://www.miamidade.gov/propertysearch/#/ Page 1 of 3 iq AC132 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Imperial Roofing Test Date: 5/4/2015 Permit # RF -4-15-876 Property Address: 54 NW 92 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Eagle Roof Tile 15.56 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument: IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 5.56 sq 6 As per FBC 2010 Passed Field Area: 10.00 sq 10 As per FBC 2010 Passed No. of Corner: 16 16 As per FBC 2010 Passed Ridge Areas: 48 pcs 4 As per FBC 2010 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, ACB2 Eng' a ring Inc. (NOA 09-1005.01) Anton' edo, PE Fla. Reg. o: 36466 0 ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18" Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 F i r - F RE: Permit # Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 02fA)l �s— I- `RC1 licensed as a (n) Contractor / Engineer/ Architect, (Print name and circle License Type) FS 468 Building Inspector License #:� On or about , I did personally inspect the roof deck nailing and (Date 8 time) r 1 e Secondary water barrier work (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit r -, VU Inature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 6 , –day of JILLIAN MAZ Nota Public, Sate of Florida at Large MY COMMISSION #FF1t32571 Notary g �.. EXPIRES September 23, 2018 a07) 39"153 FloridallotaryService.com `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # cleady shown marked on the deck for each inspection Revised on 5/21/2009 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES _ZCd5� � Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Informatio Master Permit No. Process No. Contractor's Name `tom P a ►- Job Address �� ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE APR I f 2015 , /" Mortar/Adhesive Set Tile !❑ Wood Shingles/Shakes ❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) i Section B (Roof Pian) 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. 15.34 i • • • • 2010 FLORIDA BUILDINGS CODE — BUILDING •i• 0� �� i•�•i Moments Today (� Edit 2:31 PM FTI iii .Z5EMBUES AMU KUU1- I Ur 5 I KUt. + U"=s Florida Building Code Edition 2010 High -Verity Hurricane Zone Uniform Permit APPl10ition Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: ���-�- t l P RoD I Notice of Acceptance Number: �J�i • ®� Minimum Design Wind Pressures, if A plicable (prom RAS 127 or Calculations 1 • _ �cf P2• - P3• �d a . -Deck Type: Lot) ® 10 Type Undedayment: 3 Roof S ope: 12 Insulation: 1 U t Fre Barrier: Ridge Ve t. ? \Fastene Spacing: Eroloc SPS �1D� Z<<oc 8[� ype: rn Pb L� Fp (� ap Sheet: Mean Roof Height: I PofCovering:Type &Size •• :.: Drip Edge: 15.36 • • • ': '.' 0:0 0 • • 2010 FLORIDA BUILDING CODE — BUILDING ••• '.. • , .. 15.36 • • • ': '.' 0:0 0 • • 2010 FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Forth. Section E fflile Calculations) For Moment based We systems, choose either Method 1 or 2. 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. p Method 1 "Moment Based TSIe Calculations Per RAS 12T' C+ (P J- I i x 2 Q'a99= iGOtq��_) _ Mg: �OCa�gq =rlrt �j ( PrWuct Approval Mf ��yo (PZ: .)L 0979 � nr§ � ) . Mg: 6.1 1 = K2 , ..-- t Product Approval Mf o ' (P3luVr 1 X1L g197=at�8i)_Mg: (PRR =ivfr3 o`�'• D ProduaApproralMf Method 2 "Simplified Tile Calculations Per Table Below" n""..oroa Mnmr"t of n-..t"nr.- tM \ P-- T hle Belnw Product Aonraval M, *Must be used in conjunction with a list of moment based tile systems e.ndorscil by the Brownrd County Board of Rules and Appals. For Uplift based tile systems we Method 3. Compared the values for F'with the values forFrif the F'values are greater than orequal to the Fr values, for each am of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: x L x w: = - W: x cos 8 = Fa Product Approval F (P2: x L = x w: = �� - W. x cos B = Fr2 Product Approval V (P3: x L = x vr. = _ } -W..- x cos B = Fr3 Product Approval F Wheree to Mr required Moment Resistance` DeserlpfionS i - Mean Roof Height Roof slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30A 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 27.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems e.ndorscil by the Brownrd County Board of Rules and Appals. For Uplift based tile systems we Method 3. Compared the values for F'with the values forFrif the F'values are greater than orequal to the Fr values, for each am of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (PI: x L x w: = - W: x cos 8 = Fa Product Approval F (P2: x L = x w: = �� - W. x cos B = Fr2 Product Approval V (P3: x L = x vr. = _ } -W..- x cos B = Fr3 Product Approval F 2010 FLORIDA BUILDING CODE - Bldil.Dl�l>a" •; • • • • • • • 15.37 Wheree to Obtain Info anon DeserlpfionS i - Whore to find Design Pressure P1 or P2 or P3 RAS 127 Table iorbyanengineetinganalysispreparedbyPEbasedanASCE7 Mean Roof Height R Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg Product Approval AttaebmentResistance Mf Product Approval Requited Moment Resistance • • •AQ • Calculated Minimum Attachmcat Resistance • -0: Ptttld�ct YPivnval Requited Uplift Resistance ••• • • • Fr • • • • 4b;d • • • Average Tile Welght W' Product Approval • Tile Dimensions: ••L-leng1r • i • • • •• rogne:.4�t+o�al Rr wiehL i i • • • All calculations must be submitted to the building official at the time of permit application. 2010 FLORIDA BUILDING CODE - Bldil.Dl�l>a" •; • • • • • • • 15.37 R4402.1&1 Scope. 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 Section R4402 govern the minimum requirements and standards of the industry for roofing system Installations. Additionally, the following items should be addressed as pant 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 Aesthatics-Worturranship: The workmanship provisions of Section R4402 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion perf standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, shod be addressed as part of the agreement between the owner and the contractor. 2 Renalling Wood Docks: When replacing roofing, the existing wood roof deck may have to be renalted in accordance with the current provisions of Section 84403. (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 eighb®ring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. lg 4. F-xposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking fkb viewed 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. This provides the option of maintaining this appearance. S. Ponding Water: The current roof system and/or deck of the building may not drain well and water to pond (accumulate) In low-lying areas of the roof. Ponding can bean indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be event until the original roofing system is removed. Ponding conditions should be corrected. IL Overflow scuppers (wail outlets): it is required that rainwater flow off so that the roof is not rloaded from a build up of water. Perirnetededge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers In accordance with the requirements of Sections 84402, 84403 and 84413. Ventilation: Most roof structures should have some ability to vent natural airflow through the CkWe&o-r of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. it may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to el nate the aft venting, venting shall not be required. �4ner'611AQ46!s nature Date 1 -54ri� qac-••••• _ • • • • • • • ••�.• • Property Address• • • •: Prt Mu fter • • • .. ... .: • • t ••' .. . . . ... . .. .. COU�iTY MIAMI -DADS COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11905 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION MlwnL Florida 33175-2414 T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) ww%mIamIdadeggAu-tldIael Eagle Roofing Products LLC 1575 East C.R. 470 SuruterviBe, 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or.material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete 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 eatue;F.OA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at t&eJ9b site at•the m4fiest of the Building Official. This renews NOA #07-1018.09 and ddis;a;o?pages f for gh 7. The submitted documentation was reviewed by Alex Tigera. • • NOA No.:11-4321.03 • Expiratlon Date: 10/05/16 MtAMF �C W7Y� ' "• � •.' Approval Date: 45/12!11 Page 1 of 7 . ; ;•� ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles tedd Concrete 1. SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by We 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 exceod the 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 DF-scRIPTION: Manufactured by Test Product AMM—CM Dimensions flcAO-ns Description Capistrano Concrete L= 17" TAS 112 High profile concrete roof tile. For direct Tile W =12 '/" deck or battened nail -on applications. Thickness = %2 Trim Pieces I = varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. ":::.'. ;•� •. '� '� •� i i %: '• � so au966• i •.• . NOA No.:11-0321.03 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 21 EVIDENCE SUBMTTED: _Test Agency Test Identifier PRI Asphalt Technologies ERPF -001-02-02 Redland Technologies 7161-03 Appendix III Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P09647-01 Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. P0402 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-7214{3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations Test Namemegort TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101(Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1993 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 NOA No.:11-0321.03 Expiration Date: 10/05/16 Approval Date: 0511VI1 Page 3 of 7 3. Lit nTATims: 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. 33 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 buildintcode. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight W (Ibf) 1 Length-1(it) 1 Widthmw (ft) ,Capistrano Concrete Tile 10 1.497 1.04 Table 2: Aerodynamic Multipliers - A ft Tile Profile J1(ft Batten Application A (fe) Direct Deck lcaiion Capistrano Concrete Tile 0.300 0.277 Table 3: Restoring Moments dug to Gmv - M ft -Ib Tile Profile 3":12" 4":12" 5":12" 6":12" Greater than T':12" Capistrano Concrete Tile Battens Direct Deck Battens Direct Deck BattensDirect Deck Battens Direct Deck Battens Direct Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 6.56 6.4r' 6.38 NOA No.:11-0321.03 Expiration Date:10105116 Approval Date: 05!12/11 Page 4 of 7 • .% . NOA No.:11-0321.03 Expiration Date:10105116 Approval Date: 05!12/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Capistrano Concrete Tile 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 2-10d Smooth or Screw Shank Nails Eave Cli 38.1 j 38.1 41.8 • 2-10d Rinq Shank Nails 33.1 1 48.1 1 45.2 1. Installation with a 4" the headlap and fasterners are located a min. of 2%" from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 29.3 1 See manufactures component approval for installation mquirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Folykam Product, Inc. Average weight w patly 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Capistrano Concrete Tile Pot am Po row 66.5 Polyfoam PolyProlm 38.74 3 Larae Daddy placement of 63grams of Pol Pro'"°. ; Wt$r a ;4,; 4 Medium paddy placement of 24grams of PolyftTm. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft ibf) for Mortar Set S tams Tile Tile Attachment Profilelication Resistance Capistrano Concrete Tile ; Wt$r a ;4,; 24.5 � 6 Tile -Tito Roof Tile Mortar. ' • • NOA Noall1-0321.03 Expiration Date: 10/M6 Approval Date: 05/12111 page 5 Of 7 IE TY •.• • �• •�. ..i • NOA Noall1-0321.03 Expiration Date: 10/M6 Approval Date: 05/12111 page 5 Of 7 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". FLOOioa CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUMDD11NG PERMff REQUAREMENTS: 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.: 11-0321.03 Expiration Date: 10105/16 Approval Date: 05/12/11 Page 6 of 7 ••• ••• • ••• • i • •' i • i' i i 171AMf E • 0 • • age 0 NOA No.: 11-0321.03 Expiration Date: 10105/16 Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE 0 *:: : : :6: : 0 :: NOA No.:11-032I.03 Expiration Date: 10/05/16 Approval Date: 03/12/11 Page 7 of 7 N M(AMI-DADS COUNTY PRODUCT CONTROL SECTION <? 11SOS SW 26 Street, Room 208 DEPARTMENT OF PERMnTmG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 )"vw.miamidadL.Zov1pera NOTICE OF ACCEPTANCE OA Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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: Polygiass 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•�ite atthe request of the Building Official. This revises NOA # 11-)601.10 and constsjs ofpa;U 1 thtodgli S•.• The submitted documentation was revie*d by AlexiTtgera.• • • W � �--. so 000 :."'o A As. - :0: : : 0*0 980 0 NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub -Category: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Spec Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'V/8" waterproofing membrane, glass fiber reinforced 60 mils thick with polyolefinic film on the upper surface for Manufacturing Location use as an underiayment for metal roofing, roof #2 tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular/sand top surface self -adhering, underlayment 65' x 3'3 3/s" ASTM D 1970 APP polymer modified, fiberglass reinforced, Or 65' x 3' bituminous sheet material for use as an Manufacturing Location 60 mils thick underlayment in sloped roof assemblies. #1 & #2 Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy gmnuled surface self adhering, APP underlayment 32'10" x 33 3/S" ASTM D 1970 polymer modified, fiberglass or polyester 100 mils thick reinforced, bituminous sheet material for use as Manufacturing Location an underlayment in sloped roof assemblies. #1 & #2 Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass- underlayment 65' x 3'3}/s" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Manufacturing Location #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'1 W' x 3'32/8" ASTM D 1970 glass-fiber/polyester reinforced, with a granular 130 mils thick surface designed for use as a file roof Manufacturing Location underlayment. #2 Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass - Manufacturing Location 61' x 3'3 3/„” ASTM D 1970 fiber/polyester reinforced waterproofing Designed as a metal roofing and roof #2 60 mils thick membrane. tile underlayment. Polystick Dual Pro ....... . .. Roll: o W t'0j ap¢, so • A rubberized asphalt self -adhering„ glass - .. 61' x 3' 3 3/a'- • ..: A%'L' W lX lj7Q fiber/polyester reinforced waterproofing Manufacturing Location 60 mils thick • membrane. Designed as a metal roofing and #2 roof tile underlayment. . . • . .. . . a.. . . . :0 . . . 000 • NOA No.: 11-1229.01 Expiration Date: 09/13/16 co� 0:0 •:• Approval Date: 04/05/12 "' • . • • • • • • • . . . . . . . . . . Page 2 of 8 . .. .. 00. .. ... . . . ... . .. . MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMTTED: Test Aje>xc_v Test Identifier Test Name/Reaort Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 08/14/01 11756.08.01-1 ASTM D 1970 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 .. ... P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 .. P33360.06.10 ASTM D1970 07/01/10 . P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 000 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 PRI Asphalt Technologies PRIM 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. JX20H7A 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 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• . ••• . . •.. 000 ••• • . . . . . . . . . •• • •• . . ... . ... . . .• • . ••• • • •• •• • • • •• •• ... • • . ••. . • 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 H 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-%a" 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. & 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. jAPPROYEDI NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 • •• • • • • ••• • or •• • • •• • • • • • • ... . • • . ... • . • • . • . . . . . • • •. .• • • . .• •. ... • . . ... . . NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 4 of 8 GENERAL LOUTATtONS: 1. 2. 3. 4. 5. 6. 7. 8. 9. Fire classification is not part of this acceptance. 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 quant' slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Deck requirements shall be in compliance with applicable building code. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 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. MTS IR -Xe -- _ TU TU Plus TU P Tile Pro V%--1 Pro I'VeR9 FL. 180 180 180 180 180 180 180 PA. N/A 30 30 180 N/A N/A I N/A 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. 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. 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 1R -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. —�APPRGVeDI • ....... • . .. ..• .• •• .• ....•• •• • • •• • • • • • • ••• • ••• • • • ••• • • • • ••Y • • • • • • • • • • • • ••• • • • ••• • • NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 5 of 8 GENERAL. LBMTATIONS: (CONTINUEDOf 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to aoid dropping all f file directly on the underlayment. Refer to Polyglass, Tile loading detail below for loading procedure underlayments except Polystick MTS which shall be loaded onto battens. t L_ product Control Notice of Acceptance for listed approval of this product 11. Refer to prepared roofing System, with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU � S ro Xe, Tile Pro may be used with any approved roof covering Notice of Acceptance listingp, Nati i Of Acceptance- lf Plus, TU P, Dual Pro and Tile Pro as a component part of an assembly in the Notice oast may be made to the Polystck MTS, IR -Xe, TU, TU Plus, TU P, Dual Pro and Tile approval Authority Having Jurisdiction (AH]) or the Product Control Department fora Miami -Dade County compatibility of the Products, wind uplift provided that appropriate documentation is provided to detail comps ty P resistance, and fire testing results. LABELING: e or 1090, 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer _ "Miami Dade County Product Control city and state of manufacturing facility and the following statement: Approved" or the Miami -Dade County Product Control Seal as shown below. M Mtn PECO NTY 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.: 11-1229.01 Expiration Date: 09/13/16 • • • • • • Approval Date: 04/05/12 Imam. r • • . Page 6 of S . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . POLYGLA5S 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, I I 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 file 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 file sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. & 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. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to alaplimWe buildipg codes poor to installation to verify acceptable substrates. • • • • • • • • 12. The Polyglass Miami -Dade -Notice OrAccleitAct (ROA) approval for Polystick membranes and PolyProtector UDL can be Az MslteJ soon regaest by our Technical Services Department by calling 1 (800) 894-4563. . ••• . Or . • .. . . .. . . . . . . .. . .. . . • ... . ... . . . NOA No.: 11-1229.01 • • • • • Expiration Date: 09/13/16 • Approval Date: 04/05/12 • • • • • ••• • • • • • • Page 7 of 8 ••• • • • ••• • • 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 ....... . .. .. . ......... . .. ... .. . .... . ... . ... . . . ... .. . . . .. . ..... ... .... .. .. .. . . . . . ... . . . . ... . . . . . . V: . . . . . .. .. 00 . .. .. ... . . . ... . . NOA No.: 11-1229.01 Expiration Date: 09/13/16 Approval Date: 04/05/12 Page 8 of 8 I MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM www.miamidade.gov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 00 This NOA revises NOA 13-0502'%2 and ropSi$t�ogp$g¢ r through 11. The submitted documentation was rtvWffed Jok A1e1A Ti*ra.. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do 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 tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment Dispensing Equipment Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Property Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Results 1.6 lbs./ft.' 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 Closed Cell Content •: 41TII b:916'. 86% Note: The physical properties listed move are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. • ••• • ••• • • • ' ' ' ' ' ' ' NOA No.: 14-0805.01 MIAMPDADE COUNTY • • • • • • • • • • • • 000 0 • 0 • 0 a • 6 • • • Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test A¢ency 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 -IPA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[l] 7050.02.96-1 P36700.04.12 P39740.02.12 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 Date TAS 101 04/08/94 TAS 101 12/16/96 SSTD 11-93 10/25/95 SSTD 11-93 11/02/95 SSTD 11-93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 TAS 114 03/14/96 ASTM D 1623 04/18/12 TAS 101 02/21/12 TAS 123 TAS 101 10/23/98 TAS 101 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. 3W 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 3W 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. ....... . .. .. . .. . . . . ... . .. ... .. . . . .. . ••• . ••• . . ' : : : V:: : NOA No.: 140805.01 ' ' " '' :0 ' ' Expiration Date: 05/10/17 "' ' ' Approval Date: 09/04/14 Page 3 of 11 . •• •• . . • •• 0• INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment 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 to meet or exceed the resistance value 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). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MIAMI -DARE COUNTY • • • • • • • • • • • • • • • . • • . • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of tile 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. CM1AMM1=-DAD=ECO=UNTY M BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •• • • •• • • • • • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• ••• • • • •• •• ••• • • ••• • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 mad 0"6 Mq "ftqW2hFW*UNWM gaatm rew1reQ FlaVLow Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. • ••• • ••• • • 0 00 ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. .. ... . SInstructions continued on next page) . . . . . . .. . . . . ... . .. ... .. . . . .. . ... . ... . . .. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ... . . . . ... . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan :1 iiL portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. ..... . . . . . .. . ......... . .. ... .. . . . .. ... • ... . . ; MIAMI-DADE CO ' : ; ' ; .. ; NOA No.: 14-0805.01 UNTY • • • • • • • • • • • • �Fj• • • l • • • • • • • •' Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ..• . • • . ..• • . • • • • • • • • . • • •.. • • . • • • • • . . •• •• . . • •• .• ... . . • .•. . • ADHESIVE PLACEMENT DETAIL # 3 Flat/towPrefflaTile N[e&wnPmfilsT11e 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • •00 • •.• • • .•• • ••. • • • • •. .. • • • •• .• NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 h� N[e&wnPmfilsT11e 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on next page) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • •00 • •.• • • .•• • ••. • • • • •. .. • • • •• .• NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) t neuUM n c 59d a paddy offer ift 4when reWkedO @•Evens . tunderffiO on $4[ A � 4 §we ] x 4 hL padag N Aam weWhde Enedmw 10tn.,2an, Ddpedge APPROVED i 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x W (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 1) Place enough adhesive to achieve SS to 70: In contactwith the pan tile. 2) Tum covers upside down. Place adhesive in to 1 In. from outside edge ofcovertlhe. Then Install the ale. Ensure 20 25 sq.1n cmNact area Undedaymem: 1 Eave closure (motor shown) Fascia 4,s ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep Remove top portion of eave course cover We. Abut to second course of pan tiled. Ensure eave end of pan and cover tHes are flush at eave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE ....... . . •... •....•. •• ...... • . • . . • • • MIAMI -DARE COUNTY • • • • • • • • • • • • ..s s ••• • •• . •• • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11