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RF-14-192T Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 208916 Permit Number: RF -1 -14 -192 Scheduled Inspection Date: March 17, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: MARTINEZ, RAFAEL Job Address: 511 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Work Classification: Tile Phone Number (305)458 -2502 Parcel Number 1132060171090 Contractor: ARIS ROOFING SERVICES INC Phone: (305)303 -9607 comments RE -ROOF TILE RED COLOR THRU INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 206505. Missing renailing affidavit Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 14, 2014 For Inspections please call: (305)762 -4949 Page 14 of 24 RE: Permit # kz-j� ! % q r q') — Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: 3 I � rCS 1rdi Nnryr1d4 licensed as a (n) Contractor / Engineer / Architect, (Print narne and circle License Type) FS 468 Building Inspector license #: C ec-- 076SQ J i 51 On or about I I U V l V S\- , I did ersonall p y inspect the roof deck nailing and— (Date 8 dme) steer work at (Complete Job Sie Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) VVV Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this + day of lo t 1( Jun Baatlsa Notary Public, Sate of Florida at LargeI' 'General, Build'mg, 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 #clearly shown marked on the deck for each inspection Revised on 5/210M 1 7066 SW 44Q1 Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 -800 -2627 al roofinsoection@omail.com LAB CERTIFICATION #10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor ALLIED ROOFING Job Address 511 NE 101 ST MIAMI SHORES, FL 33138 Owner's Name RAFAEL MARTINEZ Type of Tile SANTA FE Approximate Roof Height 12 feet Roof Pitch 3112 Approximate Square Footage of Roof 28 ft2 Date Tested 03111/14 Number of Tests 57 Contact Name MELVIN MARTINEZ Permit # P jr., j J % "\9Z Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 31978 -6362 LOCATION # OF TEST PASS # OF TEST FAIL Corner 5 Tests 5 Pass Test Fail Perimeter 6 Tests 6 Pass ";,Test Fail , Field 38 Tests 38 Pass Test Fail Ridge 8 Tests 8 Pass Test Fall TOTAL 57 Tests 57 Pass Test Fail , .• IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA IM THIS ROOF ASSEMBLY HAS PASSEDTHE STATIC UPUFT QUALITY CONTROL TEST. THIS TAS IN TEST HAS BEEN PERFORAAED IN FULLACCORDAWCE TO THE REQUIREMENTS OF DADE COUNTRY. WITH NO DEVIATIONS, THIS REPORT IS NOTGUARANTEED IN CASE OF CASE OF NATURAL DISRSTERS THIS REPORT IT LS NOT VAUD FOR iNSURANCE CLAIMS 3YVA P.E. # 67416 • � •moo ".I IV A -1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786- 398 -9179 Fax: 786- 800 -2627 alroofms cep tionkgmail.com LAB CERTIFICATION # 10- 0512.01 03/11/14 PERMIT. # 511 NE 101 ST MIAMI SHORES, FL. 33138 7066 SW 40 Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786- 800 -2627 40. 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 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING FBC 20 LC' Permit No. Master Permit No. 19 2 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):_ Address: Ul / J City: State: Zip: -q-3 alf. Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: 405 61� S G 1 - Phone #: Address: 13? ? %-� 6;12- W City: a- Qualifier Name: C he l" A State Certification or Registration #: 6 12�-6 e/� Certificate of Competency #: Contact Phone #: ftZ 0 Y—.6T Email Address: DESIGNER: Architect/Engineer. _ t-Ao- Phone#: Value of Work for this Permit: $- f Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ONew ORepair/Replace ❑Demolition Submittal Fee $50 ®C)-D Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 1WROVEMENTS 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 osted at the job site for the first inspection which occurs seven (7) days after the building permit is issue tae absenc�qc-h posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu;e- Owner or Agent -31 The foregoing instrument was acknowledged before me this day of 20lA , by Rg Cael K� l who is personally known to me or who has produced As identification and who did take an oath. ��tttUti tirtn��� NOTARY PUBLIC: ��.•aox�pl p U01981vilu d) Sign: – Print: 910 g 1 r, My Commission Expires: '% ✓d •f a... x?... • ' \\�: ��i����`1 /%S //,r APPROVED BY Contractor The foregoing instrument was acknowledged before me this day of 3 46 , 20 -[-% by ri 9&(dra &2T who is personally known to me or who has produced NOTARY identification and who did take an oath. (I My Commission Expires: Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) DATA IeAtI l0WYYYY! 01/2912014 RD CERTIFICATE OF UUa►BILITY INSURANCE o qCi©_ UppN THE CERTIFICATE ONLY 7FOBox33i0i4 � No R►t�HTs C ASSOdates Utsuulance Grow' HOLDER. THIS CoTIFICATE DOES NOT AIa�ND. EXTHND OR ED BY THE POLICIES BELOW. rlalulo. FL 34788 ALTER THE COVERAGE AFFORD NAIC # ax requee is for veriftc�ons or daims to: INSURERS AFFORDINt3 COVERAGE 12497 Fax: (501) 838 -4088 Q a Preferred CortUat ir>s Co. ARTS ROOFING SERVICES. INC. ► aSURER S 1421 SW 107th Ave. # 200 INSURER Q 22128 OVA ne: L 3 803-9807 INSURED IX LYo insinsurance COmPOM Pho Fax: (3tlS) 675-0729 INSURER E: U0 I COVERAGES U 0 E THIS CERTIFICATE MAY CI 1 TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WIT11(;;T TO A TO WHICH NOTWITHSTANDING ANY REQUIREMENT. Se ISSUED OR MAY PERTAIN. TtiE INSURANCE AFFORDED ECFJN REDUCED BAY PAID CILAIMSSU�ECT TO ALL THE TERMS, EXCLUSIONS AN LWXM CONDITIONS OP SUCM pOUC1ES. AGC3REGATE UMIITS 8 PMXYNUMM ppfE $ 1,000.01 08M712014 EACH L Tx TYPE d Aar 08107/2013 O ti@I�IEDN -UA�UN IgED EXP (Airy Ow P�'I 5 A X OOH G89WL UABWV CLAIMS MAW a �R PERSONAL &ADV INJURY PC90041 09MRAL„ ,TE s PRODUCTS -COMPiOPAM $ S GEWLAGW96ATE UMIT APPLIES PER Pty X Pao- LOG COM9sNEO sltac�t E ualer a UAsUjT't (Ea ? AUTONOSU ANY A nb somy 1N,NRY § ALLOMPAUM co- aeu.An AUTM Y�RY S HIRED AUTOS NON.OWNEDAUTOS PROPERTYDAIMAGE $ AUTOO LY -E-AAC S GARAM oZl- 4AN FA AM S ANYAUIO AUT04MM F A(Y: EACH CURD S ■MSIUMBRI31A UAWTY AGGREGATE _ s OCCUR CLAIMS MADE S S DEDUCTIOLE $ wODKERS COMPENSATION AND D aVpLCYW UAgLfry 06/02/2013 08107/2014 E.L EACH ACCIDI3N r S ANY PROPIBETOWPARTNEIVIVIECUTIVE W075549505650 ELL diSEASE- EA BIPLOYM 3 ff"%0�e w N E.LOISRASS- POUCYtIN9T S 1 OBSCRIPTIDAI � OPHtATt� /LOCIIT(DIIbS! VEtIC1.E3! EXG1JlSIONS ADDED TIT pW7�pWmnm . a.a..o.,................. Rough No special provisions and Wa_ wars have b�lg aftched. This certi is ate covers codes 5645 & 5851 which include hWbr and eededor R�19, PaM8n9. Carpentry. D" dl a dTM Cefp9ntry. This ca Mcate covers General Liability and Wtukers.Ctmnpermetlon in the States of Florida & Texas OnlY. BUILDING DEPARTMENT. 10050 NE 2nd AVE WAM SHORESVILLAGF, FL 33138 PHONE: 306-796-2204'* FAX WO- 768-8972 MOULD ANY OF THE ABOVE DAD POUF eE CANCSIXED eEFORE THE ExPIRATION DATE THEREOF, THE VMREN W0.L ENDEAVOR TO Nwn- 30 OAVI wiaTt�r NOTICE TO THE C�CATE HOLDER NAMED TO THE LJWT, BUT PALLURE TO DO SO SHALL MUM= NO OELIOATION OR LIABILAY OF ANY KIND UPON THE INSURER, ITS ASENTS OR s O v vE i :73 01 8 e, 'I 0 ® r V a P h .,gyp °- C3 Ra,� wo;� cFn°i x � 1 �N , s� p e i P 1 Y ir� i t J t i tt� ii$z.99 �1 sea. 7vpe or- B%y81l�tIESB 4 .96 SRfCtiifaTlt DINIG Gd�� , : o 078501$51 , o f ' j�23 201 ri D-139i i P 'Yy4 1 �1 gas tius6ess fr ee a license: I1ti ��gram�talar ®meate vii im tlra tnw%'�t�,` lsyeA Oa all eoaaeeerciei aeliir�' ^� Code See 6a -�38. ` °�@ ,tg a 3 bar. � � �� . iR � � 5 ti �. f.- Empared by and return to: Grace Philius Kahane & Associates, P.A. 8201 Peters Road, Suite 3000 Plantation, FL 33324 File Number: 12 -06879 Consideration: $257,000.00 CFN: 20140052411 BOOK 28999 PAGE 2791 DATE:01/2212014 02:44:24 PM DEED DOC 1,542.00 HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY (space above this Gne for recording data) Special Warranty Deed This Special Warranty Deed made this day of December, 20130 between BankUnited, N.A. whose post office address is 7813 NW 148 Street, Miami Lakes, FL 33016, grantor, and Cristina Pacheco and Rafael Martinez whose post office address is 511 NE 101st Street, Miami, FL 33138, grantee: (Whenever used herein the terms grantor and grantee include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the succ—e-.gors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO 1100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida, to -wit: Lot 15, Block 94, Miami Shores Section 4 Amended, according to the map or plat thereof, as recorded in Plat Book 15, Page(s) 14, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11- 3206 - 017 -1090 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby hilly warrants the title to said land and will defend the same agaipst the lawful claims of all persons clsiming by, through or under grantors. In Witness Where grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: State of: Utah County of Salt Lake The foregoing instrument was acknowledged before me this CFI : 20140052411 BOOK 28999 PAGE 2792 Banklinited, N.A., by Green River Capital, LLC as Attorney in Fact Aviva -Boh, dice President By..... as authorized signatory pursuant to the Corporate Resolution recorded in Official Records Book 49927, Page 1174 of the Public Records of Broward County, Florida Title: Attorney -in Fact, pursuant to the Special Power of Attorney recorded in Official Records Book 49927, Page 1173 of the Public Records of Broward County, Florida 27th day of December, 2013 by Avivo Bush, Vice President of Green River Capital, LLC, Attorney in Fact for BankUnited, N.A., who( X ) is personally known tome or( ) has produced as identification. D11W - LTADA' I fl£Y Notary Public, State of Utah Commission # 605995 My Commission Expires February 04, 2015 My Commission Expires: 214115 f11 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, Fl 33138 Re: Owner's Name: A'- Property Address:—*", Roofing Permit Number. Dea�6�ld�g Officia : �� I 'P' 1 certify 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 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this 04 day of 'FAW ZOI 6i NOTARY PUBUC sPATF, OF FLORIDA Ruth Rwkb Notary Public, Sate of Florida at Large Me C0300112slan anal 10, 2014 BONDED THRII A TLAI 4CBOADWG GO.JNC- • 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 constructed with FBC nor a 1994 SFBC. Then you must provide a bull ft appffcafion from a General contractor for the Roof to Wd connection Hurricane Mitigation. Revised on 5/21/2009 Miami -Dade My Home Page 1 of 2 SP 4 P • My Home Properly Information Search By: Select Item ® Text Only Report Homestead Fraud Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Datalls! olio No.: 11 -32 Pro 11 NE 101 ST ailing KUNITED NA dress: SINGLE FAMILY BedslBaths: 15 NW 148 ST MIAMI ours: KES FL Units: 16- Prnnarfv Infnrmatlnn- Primary Zone: 1200 SGL FAMILY - an Value: 501 -2800 SQ WC: 0001 RESIDENTIAL - arket Value: SINGLE FAMILY BedslBaths: 2 ours: 1 Units: 1 d S Foote e: 1,833 Lot Size: 750 SQ FT ear Bulk: 1956 53 42 MIAMI SHORES SEC 4 AMD PB 15-14 egal OT 15 BLK 94 LOT ption: IZE 50.000 X 115 OR 020-1691012003 1 OR 28655 - 1324 041312 Assessment Information: ear: 2013 an Value: $107,030 Buildin Value: $125,201 arket Value: $232,231 ssessed Value: $232,231 Taxable Values Infnrmatinn- oar: 2013 axing Authority: Applied Exemption/ Taxable Value: tonal: $01$232231 Cou $0/$232,231 $01$2321231 drool Board: $0/$232,231 Sale Information: e Date: 2013 ale Amount: 250,000 bsWe O/R: 665 1324 �es Deeds to or from finandal ualiflcation nstkutions Descri on: 60ftnill I Additional Information: tick here to see more information for this Community Development District Community Redevelopment Area Empowerment Zone If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at gisCdfmiamidade.00v. Web Site ® 2002 Miaml -Dade County. All rights reserved. http:// gisims2. miatnidade .gov /myhome /propmap.asp Street Highway Miami -Dade County Water N W ' H 1/27/2014 Legend Pro perty Boundary Selected Property Street Highway Miami -Dade County Water N W ' H 1/27/2014 1 I T ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hmicam Zone Uniform Permit Application Form. Section A General Intbim2otign) Master permit No. Process No. Contractor's Name 1 5 �, � c ?t 0 Job Address �,% J"L . ROOF CATEGORY �� 13 Low Slope [1 Mechanically Fastened Tile 'O Mortar/Adhssive Set cite ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Worm Shlngles/Shakes ❑ prescriptive BUR -RAS 150 ROOF TYPE D New Roof Zr-oRsroofIng C1 Recovering E3 Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Ares (SF) Steep Sloped Roof Area (SF) Total (SF) � p O Se►r 21 CM-0 S c3C'P. Section B (Roo f Plan) Sketch Roof Wan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drama Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of ts. P�Pe - 0 mW, T��m a) N T2 Z ® a o 0 t7 _ pC� L C 0..! J C �k fi *lam i Yo RECEIVED sY: "rile Roof System Maximum Design Wind Pressures, (From the NOA Speciflc system): 161.9 1 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: 3 "112" Roof Mean Height: 16 ft. Method of Tile Attachment: — Adhesive, Medium Paddy Polyfoam Polypro- Alternate Method of Tile Attachment per NOA: N/A Drip Edge Size & Gauge: —3" face 26 ga. — Drip Edge Material Type: -- Galvinized Metal- - Drip Edge Fastener Type: 1 -1/4 RS NAIL 4= - Hook Strip /Cleat gauge or weight: I— Select Hook Strip Deck Type: —5/8" Plywood— Optional Insulation: wA Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: ASTM FELT 30# D226 Fastener Type for Basesheet Attachment: - 1 -1/4 RS NAIL & TIN CAP 1 -5/8 Tile Underiayment (Cap Sheet ) Type: POLYGLASS TU PLUS Tile Underlayment Attachment Method: SELF ADHESIVE MEMBRANE Tile Profile: SANTA FE SPANISH "s" r i , Section E MIAMI•DiADE Miami -Dade County HVHZ Electronic Roof Permit Form MMV "Delivering Excellence Every Day" 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 file attachment method is acceptable. P 1: 39.1 X �, 0.297 = 11.61: _ Mg; 5.69 = Mrl: 5.92 . g 61.9 NOA Mf P 2: 68.1 X I 0.297 = 20.23 _ Mg: 5.69 = Mr2: 14.54 < 61.9 NOA Mf P 3: 100.8 X X 0.297 = 29.91 _ Mg; 5.69 1 = Mr3: 24.22 S 61.9 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the file attachment method is acceptable. P1 • x l: = x w: Product Approval (NOA) _ - W: = x cos B: 171 = Frl : s ® NOA F' P2: x1: = xW: Required Moment Resistance = -W: = x Cos 9:E:1= Fr2: :5 NOA F' P3: Product Approval (NOA) x1:= Fr xw: Average Tile Weight _ -W: Product Approval (NOA) = x Cos B: F-7 =Fr3: 5 NOA F' Where to Obtain Information to complete tile calculations Where to Find Description ( Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance P Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length F-7 Product Approval (NOA) w = width 1AHM MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/i)era Santafe Tile Corporation 8825 NW 9501 Street Medley, FL 33178 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: Santafe Spanish IS'. Clay 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 replaces NOA# 10- 1005.15 and consists of pages I through 5. The submitted documentation was reviewed by Alex Tigera. - NOA No.: 12 -0210.01 out Expiration Date: 02/01/16 C Approval Date: 05/31/12 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category Roofing Sub - Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured by Ladrillera Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Santaf6 `S' Clay Roof L =18" TAS 112 One piece high profile clay roof file equipped with Tile W =11.1" two nail holes. For nail -on, mortar set and adhesive set applications. Trim Pieces t = varies TAS 112 Accessory trim, clay roof pieces for use at hips, w = varies rakes, ridges and valley terminations. Manufactured varying thickness for each tile profile. 2.1 MANUFACTURING LOCATION 1. Bogota, Colombia 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 94 -156 -8 TAS 101 Aug. 1994 94 -156 -9 TAS 102 The Center for Applied Engineering, Inc. 25- 7205 -1 TAS 101 March 1995 The Center for Applied Engineering, Inc. Project: 07- 07 -00 -91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161 -03 TAS 108 Dec. 1991 Appendix H (Nail -On) _ Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails NOA No.: 12 -0210.01 MIAh11DEC- Expiration Date: 02/01/16 ' ,...• Approval Date: 05/31/12 Page 2 of 5 I I 2.2 SUBMITTED EVIDENCE Test Agency Test Identifier Test Name /Report Date Redland Technologies P 0647 -01 TAS 108 Aug. 1994 0.958 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC -003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05 3. LnuTATIONS 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with. applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Santafe 'S' 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 (IN) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Santafe 'S' 6.7 1.5 0.958 NOA No.: 12 -0210.01 Expiration Date: 02/01/16 Approval Date: 05/31/12 Page 3 of 5. Table 2: Aerodynamic Multiplyers— k(ft) Tile Profile x (ft) Batten Application ). (ft) Direct Deck Santafe 'S' 0.274 0.297 Table 3: Restoring Moments due to Gravity - Mg (ft -lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or gre ster N/A Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct I Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 1 5.00 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nall -On Systems . Tile Profile Fastener Type Direct Deck Battens Santafe 'S' 2 -10d Ring Shank Nails 21.8 N/A One #8 Screw 29.16',? N/A Two #8 Screws 38.28 N/A One #8 Screw w/ Clip 57.31',' N/A Two #8 Screws w/ Clip 57.60 1 61.77 1. Approved screws as noted 'Product manufactured by others'. 2 When using one screw it must be installed in the inside hole located nearest to the hump of the 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 Santafe 'S' Tile Bond 38.9 Polyfoam Polypro AH 160Tm 28.5 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per a 10.4 grams. 4 Polyfoarn Product, Inc. Average weight per a 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance. Santafe 'S' Poiyfoarn Polypro AH 160"m 63.8 Pol oam Pol ro AH 160TN1 61.9 5 Paddy placement of 63 rams of Pol ro AH 160Tm. 6 Paddy placement of 24 grams of Polypro AH 160Tm. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Mortar or Adhesive Set Systems Tile Tile . Attachment Profile Application Resistance Santafe 'S' Mortar Set 23.6 NOA No.: 12- 0210.01 Expiration Date: 02/01/16 Approval Date: 0581/12 Page 4 of 5 I r 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". SANTA FE TM MADE IN COLOMBIA LABEL FOR SANTA FE SPANISH uS" CLAY ROOF 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. PROFILE DRAWING >1- When using one screw .e this hole. "��X "SANTAF]k S" CLAY ROOF TILE END OF THIS ACCEPTANCE Mu►M -._ NOA No.: 12 -0210.01 Expiration Date: 02101/16 APPROVED Approval Date: 05/31/12 Page 5 of 5 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall 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- 1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. APPROVED NOA No.: 12 -0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 :Page 1 of 8 ROOFING COMPONENT APPROVAL Category Roofing Sub- Catmorv: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Roll: TAS 103 and A rubberized asphalt self-adhering, glass - 65' x 3'3 3/g" ASTM D 1970 fiber /polyester reinforced waterproofing 80 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Roll: TAS 103 and A rubberized asphalt waterproofing membrane, 32'10" x 3'3 3 /g" ASTM D 1970 glass -fiber /polyester reinforced, with a granular 130 mils thick surface designed for use as a tile roof underlayment. Roll: TAS 103 and Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6518" x 3'3'/g" A rubberized asphalt self - adhering, glass - waterproofing membrane, glass fiber reinforced' Manufacturing Location 60 mils thick 60 mils thick with polyolefinic film on the upper surface for membrane. Designed as a metal roofing and use as an underlayment 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 3'32/8" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'3j/8" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. #1 & #2 Designed as a a roof tile underlayment. Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick Dual Pro Manufacturing Location #2 Roll: TAS 103 and A rubberized asphalt self-adhering, glass - 65' x 3'3 3/g" ASTM D 1970 fiber /polyester reinforced waterproofing 80 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Roll: TAS 103 and A rubberized asphalt waterproofing membrane, 32'10" x 3'3 3 /g" ASTM D 1970 glass -fiber /polyester reinforced, with a granular 130 mils thick surface designed for use as a tile roof underlayment. Roll: TAS 103 and A rubberized asphalt self - adhering, glass - 6 P x 3'3­'/," ASTM D 1970 fiber /polyester reinforced waterproofing 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Roll: TAS 103 and A rubberized asphalt self - adhering, glass - 6P x 3'3j/8" ASTM D 1970 fiber /polyester reinforced waterproofing 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12 -0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering, polyester Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC 11756.04.01 -1 TAS 103 04/27/01 11756.08.01 -1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -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 03/62/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103 /ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110 /ASTM D4798 & D1970 10/19/11 P40390.08.12 -1 TAS 103 & TAS 110 08/06/12 P40390.08.12 -2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 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 DX23D8B TAS 103 /ASTM D4798 & G155 02/18/10 DX23D8A TAS 103 /ASTM D4798 & G155 02/18/10 NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 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 - %z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 12 -0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 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 file systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof file systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. E sure Limitations (days) Polystick MTS MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven, FL. 180 180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set file applications. 9. The maximum roof slope for use as roof file underlayment for (direct -to- deck) rile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Polystick TU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements: Battens are required for both loading and installation of tiles at all times. NOA No.: 12 -0713.02 ;, M u I e eouN Expiration Date: 09/13/16 � JAPPROVEDI Approval Date: 02 /14/13 Page 5 of 8 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. 11. CL a as N P 1 35 x� Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12- 0713.02 Mu�hit —9 C0 TY Expiration Date: 09/13/16 APPROVED APPROVEDI Approval. Date: 02/14/13 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, 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 riles 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 61/4 " /12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer.to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be finnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. NOA No.: 12 -0713.02 M -ou Ttr Expiration Date: 09/13/16 Approval Date: 02/14113 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 NOA No.: 12- 0713.02 MIAMF�ADE COON Expiration Date: 09/13/16 "JAPPROVED1 Approval Date: 02/14/13 Page 8 of 8 COUNTY MIAMI -DARE 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 DMSION T (786)315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.EOV/eeonomv 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: 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 NOA revises NOA 12- 0228.18 and consists of pages 1 through 11. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0502.02 MIAMbDd1l)E COUNTY "—" Expiration Date: 05/10/17 ,...O (r4 Approval Date: 13 Page e 1 1 of of 11 ROOFING COMPONENT APPROVAL: Category: Roof-mg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the 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 NIA Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: 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 Closed Cell Content ASTM D 2856 Results 1.61bs. /ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ftz 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reno Date Center for Applied Engineering. #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 ASTM D 1623 04/18/12 25- 7438 -7 SSTD 11 -93 11/02195 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMFDADE C ,...• 3. 3W 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 5. Roof Tile manufactures acquiring 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. 6. 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. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 3 of 11 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). 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 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 1042 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) I Two Piece 65 -70 sq. inches 34 grams under pan LABELING: All 3M'm 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nail through plastic (when required) Paddy (Beneath Tile) Underlayment o 1oin.x 21n.wide �w Battens optional ° Eave CCU Fascia Weephole 101n. 2 in. Eavedosure Drip edge Flat/Low 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 file 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. 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 file being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 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 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13-0502.02 Expiration Date: 05/10/17 Approval Date:. 12 /12/13 Page 6 of 11 IUnderlayment 7In. 2In. Battens optional ° Em course 10 Eare Closure Nail through plastic cement When required) Battens optional ADHESIVE PLACEMENT DETAIL # 2 t9eneathTile) Paddy (Beneath tile) I Fascia Closure Flat/IAw 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 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 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 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 file 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 file. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 nun) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the file being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) -14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) APPROVED 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 cm) — 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 file being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 "f 2x4hL 9 � tam. Fbt/LowO"1eTUa Modlum PmMeTllo 1. On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 file for low or high profile file closest to the overlock of the file being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109.7 -148.4 cm) of adhesive contact with the underside of the file 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x V (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 rile to be installed. Insure approximately 8 -9 in2 (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 �1 .I try Modlum PmMeTllo 1. On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (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 file for low or high profile file closest to the overlock of the file being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17 -23 in2 (109.7 -148.4 cm) of adhesive contact with the underside of the file 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x V (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 rile to be installed. Insure approximately 8 -9 in2 (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Hlgb Profl1QT& JAPPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/41' (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 cm) -11 (71 cm) square inch adhesive contact with the underside of the file at the overlap and 7 (45.2 cm) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 10 of 11 A . Hlgb Profl1QT& JAPPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x3/41' (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 cm) -11 (71 cm) square inch adhesive contact with the underside of the file at the overlap and 7 (45.2 cm) - 9 (58.1 cm) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 13- 0502.02 Expiration Date: 05 /10/17 Approval Date: 12/12/13 Page 10 of 11 i M ► t) Place enough adhesive to achieve 65 to 70! In contact with the pan tile. 2) Turn covers upside down. Place adhesive in to 1 In. from outside edge of cover tile. Then install the tile. Ensure 20 to 25 sq. In. contact area. , 1 Uuderlayment Eave closure (motarshown) Fascia ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep point -up Mortar on longitudinal edges of the Remove top portion of the eave course cover tile. Abut to second course of pan ties. Ensure eave end of pan and cover tiles are flush at am Ihm 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. S. 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 NOA No.: 13- 0502.02 Expiration Date: 05/10/17 Approval Date: 12/12/13 Page 11 of 11 Owner's Notification Form HVHZ 2010 T TY "Deliverina Excellence Every Dates SECTION 1524 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 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 designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should 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 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. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an 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 evident until the original roofing 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 overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception:. Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. Owner's /Agent's Signature: `° Date: 01 / 30 / 2014 Contractor's Signature: Permit Number: Property Address: 511 N 101 ST