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RF-14-123le)_44—mw BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION ICT� JAN. 2 4 2014 f 01 FBC 20 L i Permit No. Master Permit No. Rlrt q':VT5 Permit Type: BUILDING ROOFING JOB ADDRESS: U G Ali; It904& City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes Zone: OWNER: Name (Fee Simple Titleholder): S I 94� I P..: (JAA ef Phone#: %01�_ City: M 1 lP l 5409_6;c State: FL zip: Tenant/Lessee Name: Phone #: Email: b r A t to P CONTRACTOR: Company Name: Address: 1 646 2- Sate City: Qualifier Name: 4wmyt State Certification or Registration #: Contact Phone#: I � i � n n� C, Q� �- `� Phone#: D_ 23 6 ^'9 f 3 ' Stated Zip: Phone#•" b:-�) Q_QCj Z G �'6 Certificate of Competency #: Email Address: n- -C, CU ro So,1, DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ �q. 9 SIT Square/Linear Footage of Work: -2zt54 Type of Work: ❑Addition ❑Alteration ❑New 2epair/Replace ❑Demolition Description of Work: '�� 'Y s3� 4-� 1-s— 46_+ _+ Color thru tile: U) life, Submittal Fee $ Permit Fee Sunning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fu $ Structural Review $ TOTAL FEE NOW DUE $ -9 R RF -1 -14 -123 HAS AN OPEN INVOICE. PLEASE PAY 0 all THIS INVOICE BEFORE PRINTING THE INSPECTION WORKSHEET FOR INSPECTION INSP- 209845. els� j ,Q 6 ." O- ZL// t-111, March 28, 2014 For Inspections please call: (305)762 -4949 Page 17 of 27 7066 SW 44 " Street Miami, FL 33155 Tel; 786 -398 -9179 Fax 786 - 800 -2627 p1roofinsvection(ft il.com LAB CERTIFICATION #10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor PROFESSIONAL ROOFING Job Address 46 NE 100 ST MIAMI SHORES, FL 33138 Owner's Name BIRGIT LADET Type of Tile BORAL VANGUARD A Approximate Roof Height 12 feet Roof Pitch 4/12 Approximate Square Footage of Roof 20 ft2 Date Tested 02127/14 Number of Tests 51 Contact Name WANDA Permit # RF -1 -14 -123 Date Installed Type of Access to Roof Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 31235 -5133 LOCATION # OF TEST PASS # OF TEST FAIL Corner 12 Tests 12 Pass Test Fail Perimeter 14 Tests 14 Pass Test Fail Field 20 Tests 20 Pass Test Fail Ridge 5 Tests 5 Pass Test Fail TOTAL 51 Tests 51 Pass Test Fall IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMPLY HAS PASSEDTHE STATIC UPLIFT QUALITY CONTROLTEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE '' 1 REQUIREMENTS OF DADE COUNTRY, WITH NO DEMATIONS, THIS REPORT 6 NOTGUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VAUD FOR INSURANCE CLAIAT.S. -• i . *TNAN T. LEYVA P.E. # 67416 A -1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 78.6- 398 -9179 Fax: 786-800-2627 alroofinspectionnuanail.com LAB CERTIFICATION # 10- 0512.01 02/27/14 PERMIT. # RF -1 -14 -123 46 NE 100 ST MIAMI SHORES, FL. 33138 7066 SW 44' Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 - 800 -2627 A T; RE: Permit # K, 1_ I ` ' I `% ° ) 2"3 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: I D YVI L-Y� A cam lk-e_A�e S licensed as a (n) Contractor / Engineer / Architect, (Print name and drde Ucense Type) FS 468 Building Inspector License #(-Ao 0, t On or about . I did personally inspect the roof deck nailing and Seseariey A.A.ra F 19808F work (Date & time) /46 N.E. I bU 5.A- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this day of )Qnuov 20 I'- f ` Marianel Diaz °•' COMMISSION # EE 150944 Notary Public, Sate of Florida at LmQ'* yea° EXPIRES: DEC. 05 2015 t "jr, WWW. RONNOTART.com *General, Budding, Residential, or Roofing Contractors or any individual certified under 488 F.S. to make such an inspection. Include photographs of each plane of the roof writh permit # and address # dearly shown marked on the deck for each inspection Revised on 5121/2009 1-, 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature/� Signature ►� Owner or Agent Contractor The foregoing instrument was acknowledged before me this day of 9 ` , 20/3 , by :ti 44t who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: � Print: i 0.� Marianel Diaz My Commission 11-1. ra ��;COMMI °� "�N#EE150944 , ..eaSEX, ;e.... CEC.05,2015 �O O PO r ��uau�` :f, +'ri.rJ;irONNOTARY.COrtI The foregoing instrument was acknowledged before me this day of , 20 43 , by 1a VLA tw EL-A S who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBbJC: ori;�`YP�c'•m Marianel Diaz neCOMMISSION #EE 110141 Si s9 oe` EXPIRES: DEC. 05, 2015 �: Print: -a -z— APPROVED BY L9 Plans Examiner My Commission Expires: Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3115/09) ZOO O /ZOOOIn o Aw may: �• i r /iii \K ' y ..: '!a '.�`•'. ^r..; :s. Jj ";; \itIc . II v+ •Y X74 r'3•�,• J /•It lit '• :: •.:,:,w"»r:. Q ••��. Ii ' af"F� � • d.�j`� '"3:t�j,'j..!��G�a7,.(f.)�.� '�;(Iy!� •w r�; «••en •,•.r.. r'Oi•y`, \I , • �'.V3, �l�bi {P,IL:f °.7 �` \�.' :.� i,I.+�e (''i'� R, ii „rd��*�a '4•`'•rLO -Y tij cm �"•a • ! � ; _.�;� � >��:it:: �` 11�r� it'd +:�+� � , �•',. ;�.:•,; , � t .f• ���`� t� �” .t °` "• :gip \b• ° �.i ��t R 6 . ��'al S.J. Ei��f r �� •• . . rte', " :.•: a,.. . •'/.•'i'♦ r�. r/_'t t•. M = :•i J /1' ��•1 h • Y. ��:/ �.i.e \L \' n v J «.`. \A�.�♦ r; �'.r�i 71 �i.,'!: I�: A. \mil /. ii •', :" I 1 • •� - �r„':`:•r3pt��' : ! d�d'• ¢�'ji i:7 +'tA �.'i � •`' .'•b. :S �, nri s'�' `�','i ♦ T� J� ri..` .._ /.�`I.' •,;;. ��t 117 �•/1�' yy � Tl� ti' i�i4,,' 01�I.•�. �• �r :LV. i «�r�c ". �J:t'„ � 1. • �. \it Vii: °i 1' • • ,',•, ' ♦ % it + J�:...I. � :• r \.» .Vi .. , BNIA008 IVNCISS330ad L81.99MOS xvj wv8L :OL VLOZ /BZ /LO CFN: 20140055546 BOOK 29001 PAGE 141 DATE:01/23/2014 11:30:46 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY NO ME OF COMMENCEMENT A RECORDED COPY MUST BE POSTED OIL THE JOE SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX F0LIO NCB._ ",2� .) •.° C i �f �.�zb. STATE. OF FLORIDA: COUNTY OF MIAMI -DADE: THE 'UNDERSIGNED' hereby gives. notice that improvements will be made to certain real Property, and in accordance with Chapter 713, Florida Statutes, the followingg information is provided in this Notice of Commencement. 1. Legal 1 9 n of property and street ! address_ : Interest in. property: Name and address of fee simole titleholdAr 4. rev ra aes name and g!!. rrpss: , 5. Surety: (Payment bond required by owner Name and Address: : I Amount of bond .S 6. Lender's: name and address: - I iade,�A contractor, if any) 7. Persons within the state. of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13('1)(x)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designate; in Section 713.13(1)(b), Florida Statutes, Need Address-_ �, ,• °' f.. vG the following person(s) to receive a copy of the;Lienor's Notice as provided 9. Expiration. date of this Notice of Commencement: (the expiration date is 1 Tear from the date of recording unless a different date is specified) Print Owner's Name - z'�.i,,••, r = } t,,. Sworn to and "< %u`i�344 Notary Public: Print Notary's Name' MY eomMission expires: %Z �%Z Prepared by_ t'-5 c.on8ru.. day of Address: -- -- t 0 4+02- S ,L O . I 'r-'70 �-Ay ,c t R 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: I P,(, I % f m Property Address: L_ 0 C% /nQ J4, H 1 A-M I 9 -o � ' F(, 3Z 13 Roofing Permit Number. Dear Building Official: Y c., fie. Let certify that I am not required to retrofit the roof to wall connections of my building because: XThe 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) q�) aw'4� t> I Rf UP76 (5;T Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that I0she is the owner for the above property mentioned. Sworn to and subscribed before me this / day of &c Marianel Diaz =COMMISSION #EE 150944 Notary Public, Sate of Florida at Large W EXPIRES: DEC. 05,2015 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 building application from a General Contractor for the Roof to Well connection Hurricane Mitigation. Revised on 5121009 Miami -Dade My Home . 1 My Home 2 Text only lv'l Report Homestead Fraud 13 Propertv Appraiser Tax Estimator L Property Appraiser Tax Comparison Summary Dstails: Folio No.: 06 - 013 -1220 Pro 100 ST Mailing LIRG IT LADET ddress: INGLE FAMILY &/Baths: 100 ST MIAMI FL loots: Prnnartv Infnrmattnn- rhr�y Zone: 1000 SGL FAMILY - „r 101 -2300 SQ CLUC: 0001 RESIDENTIAL - $274,482- INGLE FAMILY &/Baths: $50,000/$224 482 loots: 1 Units: 1 d F e: ,211 Lot Size: 625 SQ FT ear Built 1941 1153 416 53 42 MIAMI HORES SEC 1 AMD egal PB 10-70 LOT 7 & E1/2 ption: F LOT 8 BLK 9 LOT IZE 75.000 X 115 OR 16097 - 508210931 COC 749 - 2594 10 2004 1 Assessment Informatinn: ear. 2013 d Value „r din Value: $162,029 MarkitVelue: $274,482- Value: $274482 Exemption Information: ear. 1 2013 Homestead: 1 $25,000 nd Home ead: I YES TaYahla Vahin InfnrmsAfinn- Sala Infninnatinn- le Date: 2013 AthoMrApplied Exemption! Taxable Value: J"I.,n al: $50 000/$224 482 es ualification cai o $50,000/$224,482 View Additional Sales $50,000/$224 482 Board: $25 000/$248,482 Sala Infninnatinn- le Date: 11/2011 Amount 0000 ISale OR: 7906 -3453 es ualification cai o F1,, alified a& a result natlon of the View Additional Sales Additional Information: Page 1 of 2 Aerial Photography - 2012 0 112 ft My Home I Property Information I Property Taxes My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please em811 us at gis0- miamidade.gov. Web Site © 2002 Miami -Dade County. All rights reserved. http:// P-isims2. miamidade .gov /myhome /Propmap.asp Legend ow Property Boundary ow Selected Property Street /040 Highway wi Coun �tle IM Water N W '��E S 1/2/2014 I Section A/B I QA►DE MIAMI ® Miami -Dade County HVHZ Electronic Roof,Permlt Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: Process No: Contractor's Name: Professional Job Address: 146 N.E. 100 Street ❑✓ Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam & Sales, Inc. Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: JAN: 2 4 014 1 3, Y: Kooi 1 ype ❑ New Roof ❑✓ Re- Roofing ❑ Recovering ❑ Repair ❑ Mainten Are there Gas Vent Stacks located on the roof? ❑ Yes []No If yes, what type r ❑ L Roof System Information Low slope roof area (ft.2) 400 Steep Sloped area (ft. 2454 Total (ft.1 2854 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a x a'): X Zt �- Ver' _` k. 00 00: 000 000 • Miami Shores Village APPROVED BY BATE ZONING DEPT LDG DEPT SUt3JECT TO COMPLIANCE WITH ALL FEDERAL STATE' AND COUNTY RULES AND REGULATIONS •• ••• •• • • •• • •• •• • • • •• •• O CN i M r 00 r • L N C2 T i 0 w C» o m ' i W v z •••9•• • 0000•• 0 04 • • • 0.900• •00• • • •00• O CN i M r 00 r • L N C2 T i 0 w C» o m ' i W v z section C FA Miami -Dade County HVHZ Electronic Roof Permit Form MIAM4DADE • - Section C Page (Low Slope Roof Systems) "Delivering Excellence Every Day" Fill in the specific roof assembly components. If a compone, ROOF SYSTEM MANUFACTURER: I Polyglass USA Product Approval (NOA): 13- 0514.10 Sys Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (121) Field: -49.2 psf rit is not required, insert not applicable (n/a) in the text box. Top Ply: Poiyflex SAPFR Top Ply Fastening / Bonding Material: self adhered Surfacing: I N/A SINGLE PLY MEMBRANE: (122) Perimeters: -82.6 1 psf (P3) Comers: -124.3 psf Maximum Design Pressure From NOA: -52.5 psf Roof Slope: 1/4 " :12 Roof Mean Height: 9 ft. Parapet Walls: 0 No 0 Yes Parapet wall Height: ft. Deck Type: -5/8" Plywood— Insulation ToD Laver Size & Thickness: N/A Insulation Top Layer Fastener / Bonding Material: WA Base Sheet(s) & No. of Plv(s): 1)75# & 1)Elastobaseo Base Sheet Fastener/ Bonding Material: ••• • • • • ••• • • • • • • • • • • • • • •• •• 000 • •• •• Single Ply Manufacturer/ Type: NIA Single Ply Sheet Width: N/A " 1/2 Sheet Width: K1 No. of Single Ply 1/2 sheets: El Single Ply Membrane Fastening / Bonding Material: WA FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 8 " o/c @ Laps & 3 rows 8 " o/c 2. Perimeter. 8 " o/c @ Laps & 4 rows 8 " oic 3. Comer. El -o/c @ Laps & El rows 8 " o% NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 0 2. Perimeter 3. Comer. Insulation Fastener Type: N/A Coping Size: I — SELECT COPING METAL SIZE OR THICKNESS — Hook Strip Size: — SELECT COPING METAL HOOK STRIP SIZE — Parapet Coping Metal Attachment: LOW SLOPE SA MEMBRANE THIS ASSEMBLY CAN BE INSTALLED ON A ROOF DECK 1VITH A MAXIMUM SLOPE OF .51112 OPTIONAL TIE -IN TO SLOPED ROOF IQ SHEET POLYFLEX SA P FR POLYFLEX SA P FR ELASTOFLEX SA V FR PLY SHEET 00 EDGE METAL -w- /0 w•- WOOD DECK ELASTOBASE SHEET SIMULTANEOUSLY FASTENED COVER A G -2 GLASS BASE SHEET THROUGH THE WOOD DECK Roof Mean Height: Slope: •5/12 (Maximum) Drip Edge: 3' Face - 26 Gauge Galvanized Metal Continuous Cleat: Surfacing: Membrane (Top Ply): Folyglass Polyflex SA -P FR Inter Ply Sheet: Polyglass Elastoflex SA -V Base Sheet: Elastobase Sheet Simultaneously Fastened Through a G -2 Glass Base Sheet Deck Type: 5/8" Plywood • • •' • • • • • . ... . ... ... . ... . ... . . . . .. . .... . . .. . .. ... ..... .... ....... . • .. •• 000 • •• •• Tile Roof System 1 MIAMaI11DE Miami -Dade County HVHZ Electronic Rbof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I Boral Roofing LLC Notice of Acceptance Number (NOA): 12- 0904.06 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1 • -39.1 P 2:1-68.1 1 p 3• -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): ) psf Fill in the speck roof assembly components. N a component is not required, insert not applicable (n/a) in the tent box. Roof Slope: 4 712" Roof Mean Height: 10 tt, Method of Tne Attachment: -- Adhesive, 2 Small Paddy Polyfoam Polypro -- Altemate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: —3- face 24 ga. — Drip Edge Material Type: —Galvinized Metal—,_,,_, Optional etal- Deck Type: -5/8- Plywood— Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: N/A Basesheet Type: 30# ASTDM226 Fastener Type for Basesheet Attachment: 1 1/4- Ring shank nails Tile Underlayment (Cap Sheet) Type: Boral Tile Seal Tile Underlayment Attachment Method: self adhered Drip Edge FastepQr&Typq 11-ring shank nails Tile Profile: ' •. ' " • • • Vangard Roll • ... • ..• . Hook StripCleat g"a' uge o" r weighi __.®, e.__l. ec. t _ .H__ o_ ok _ Ttrip _ "" _ • ••• • ••• ••• • ••• • ••• • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • 000 • • Section E COUNTY "Delivering Excellence Every Day" Miami -Dade County HYHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file 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 X 0.289 = 11.30 - Mg; 5.87 = Mrl: 5.43 5 26.1 NOA Mf P 2: -68.1 X 2, 0.289 = 19.68 - Mg; 15.87 = Mr2: 13.81 5 26.1 NOA Mf P 3; -100. X 0.289 = 29.10 - Mg: 5.87 = Mr3: 23.23 5 26.1 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 I: = x w: Description _ - W. = x cos 8: El = Frl: 5 NOA F' 122: x I: = x w: Mean Roof Height _ - W Job Site = x cos 9: 0 = Fr2: 5 NOA F' P3• x I: Product Approval (NOA) = x w: Mg - W Attachment Resistance - x cos e: M = Fr3: S 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 A Job Site Aerodynamic Multiplier X Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Reesistanc a bir Calculated so Minimum AttachrnT pt Regr'�'tapl� ; ; ; �' •. Product Approval (NOA) Required Uplift Resistance Calculated Average Tile Vyeight. Product Approval (NOA) .. 0 Sao a 0 ... . ... Tile Dimensions ; ; 0 • • ; . I • = length. . ; 0 w = 1f6dth; ; Product Approval (NOA) . ... . • • • •.• • . . •o: . •• •• 00 ... . . . . •• •• ... . . 1rs IAM1 NMI MIAMI -DADE COUNTY ` - PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.gov /econome' Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material falls 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 Self - Adhered Roof System over Wood Decks 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 entim NOA shall be provided to the user by the manufacturer or its distributors and shall be a vailabl'e' f�a e�ct r:at�tke job site at the request of the Building Official. • . • • . • This renews NOA# 12- 0818.07 and consists of pages 1 through 26. The submitted documentation was reviewed by Alex Tigera. . ... . ••• ••. . .. . .... . . . . NOA No.: 13- 0514.10 MIAMI -DADS COUt3TY s • • . • • ' �� Expiration Date: 10/11/17 0:0 • • • • 0:0 • • Approval Date: 09/26/13 • • • • •: • : : • • : • Page 1 of 26 • • • •• •• • • • •• . • Membrane Type: SBS /APP Deck Type 1: Wood, Non - Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below: Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Fastening #2: Attach base sheet using OMG #14 Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Dekfast Galvalume Steel Hex Plates, Polygrip Fasteners # 14 with Polygrip Hex Plates or Trufast #14 HD Fasteners with 3" Metal Insulation Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V, Elastoflex SA V PLUS, Elastoflex SA V FR, or Elastoflex SA V PLUS FR self-adhered. Membrane: One ply of Polyfresko SBS SAP, Polyfresko SBS SAP FR, Polyfresko APP SAP, Polyfresko APP SAP FR, Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, PolyKool or Polyflex SA P FR self adhered. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General limitation #7.). • •• • • • • ••• • •• ••• •• • • • •• ••• • ••• • • • • • • • • • • • • • • • rnaaaoane couNrr ••• • • • ••• • • NOA No.: 13- 0514.10 Expiration Date: 10/11/17 Approval Date: 09/26/13 Page 20 of 26 WOOD DECK SYSTEM LimrrATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIIYIITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE ....... . .. .. . ...... ••• . .. ... .. . .... . ... . ••• ••• . se ... . ... . • • • .. . .... . . .. •• . • •• . • IAMIAMJ APPRO COUNTY ..• . . • • •.• • . . •• •• • • . •. .• ••. • • • .•• . • NOA No.: 13- 0514.10 Expiration Date: 10/11/17 Approval Date: 09/26/13 Page 26 of 26 f 1161 r TOFU.lt14571 - Roofing Systems Insulation: — Polylsocyanurate or Polylsocyanurate composite (2 In. min.), glass fiber (7/16 in, min.), periite (3/4 in. min.) (mechanically fastened of hot mopped). Ply Sheet: — Type G2, hot mopped. Membrane: — "POLYALL PLUS ", "POLYRAM PLUS" or "POLYSTEEL PLUS ", heat fused. 30. Deck: NC Inclinel No Limitations Insulation: — Polylsocyanurate, Polylsocyanurate composite, periite , any thickness, mechanically fastened or hot mopped. Ply Sheet: — Type G2, mechanically fastened or hot mopped. Membrane: — "POLYALL PLUS ", "POLYRAM PWS" or "POLYSTEEL PLUS ", heat fused. 31. Deck: 1 -1/2 T &G Incline: No Limitation Base Sheet: — Type G2, one or more layers, hot mopped, loose bind or mechanically fastened. Insulation: — Polylsocyanurate, 1.5 in. min. Insulation: — periite, 3/4 In. min. Ply Sheet: — "ELASTOFLEX V ", heat fused, hot mopped or mechanically fastened, Membrane: — "POLyAH PLUS ". 32. Deck: C -15/32 Incline: 2 -1/2 Barrier Board: — 1/4 in. (min) G -P Gypsum bensDeck@ with all joints staggered 6 in. from the Plywood joints. Base Sheet: — Type G2, mechanically fastened. Membrane: — "POLYFLEX G FR ", heat fused tth place. 33. Deck: NC Incline: 1/2 Insulation (Optional): -- Polylsocyanurate, glass fiber, periite, wood fiber any combinations, any thickness, mechanically fastened. Base Sheet: — Type G2, mechanically fastened. Membrane: — "POLYFLEX", "POLYBOND" or " IDUFLEX" heat fused in place. Surfacing: — "300 AFX" Aluminum Roof Coatlhg at 1 -1/2 gal/sq. 34. Deck: C -15/32 Incline: 2 Insulation (Optional): — POIYisocyanurate, perlite, wood fiber or polylsocyanurate /periite board, any thickness. Barrier Board: -- 1/4 in. (min) G -P Gypsum DensDeck @, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: -- "ELASTOBASE" (poly /sand), mechanically fastened or adhereQ...... . . .. "ELASTOFLEX SA V FR BASE" (self Ply Sheet (dPh&a IA- %.WTOFLEX SA V FR BASE" (self adhered). Membrane* S-: Pbl,.r61 ¢pj POW', "ELASTOPLEX SA P FR ", "ELASTOFLEX SA V FR" , "ELASTOFLEX SA V FR mr ,1 %&If adhered) or POLYFLEX G FR","DUFLEX G FR ", "ELASTOFLEX S6 FR", "ELASTOFLEX VG FR ", "ELASTOSHIELD TS 4 FR", heat fused. 40 404040 40 404040 404040 40 yak: C- • • Incline: 40 1/2 4040. 40 40.. . 4040. 40 40 . 4040 4040 . . 40 40 40 4040 . 4040.. . � t , TOFU.RI4571 -Roofing Systems �rasulation (Optional): — Polylsocyanurate 1.5 In. (min.) with all joints staggered 6 -In. (min.) from the plywood joints. 36. Deck: NC Incline: 2 1) or _ .... , ....�....�,;d. Insulation: Atlas Roofing "ACFoam III" or "ACFoam II" or Hunter Panels "H- Shield ", any thickness. Base Sheet. — ELASTOBASE (poly /sand), heat fused or mechanically fastened or "ELASTOFLEX SA V FR BASE" (self adhered). Membrane. — "POLYFLEX SA P FR", "ELASTOIFLEX SA P FR" "ELASTOFLEX SA V FR HT" , "ELASTOFLEX SA V FR" (self adhered) or "POLYFLEX G FR", °DUFLEX G FR ", "ELASTOFLEX G S6 FR" "ELASTOFLEX VG FR", "ELASTOSHIELD TS 4 FR ", heat fused. ' 37. Deck: C -15/32 Incline: 3 Insulation (Optional): — POIYlsocyanurate, perlite, wood fiber or thickness. poiyisocyanurate / perlite board, any Barrier Board: — 1/4 in. (min) G -P Gypsum DensDeck @, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: — "ELASTOBASE" (poly /sand), mechanically fastened. Ply Sheet (Optional): — "ELASTOFLEX SA V' FR BASE" (self adhered). Membrane: — "ELASTOFLEX G S6 FR", heat fused. 38. Deck: NC Incliner 3 Insulation (Optional) : -• Atlas Roofing "ACFoam III" or "ACFoam II" thickness. or Hunter Panels "H- Shield ", any Base Sheet: — "ELASTOFLEX SA V FR BASE" (self adhered). Membrane: — "POLYFLEX SA P FR ", "ELASTOFLEX SA P FR" (self adhered). 39. Deck: NC Incliner 1 combination, Insulation , (Optional): — PolylsocYanurate, glass fiber, perlite or wood fiberboard, any thickness, any combination, mechanically fastened or hot mopped In place. Base Sheet: -- Type G2, "ELASTOBASE", "MtIODIBASE" or "ELASTOFLEX V ", mechanically fastened. Ply Sheet (Optional): — Type G2, "ELAST06ASE ", "MODIBASE" "ELASTOFLEX V ", "ELASTOFLEX S611, "POLYFLEX" or "DUFLEX" adhered with 112000 MB PREMIUM" cold process adhesive at 1 to 1 -1/2 gal /sq. Membrane: — "ELASTOFLEX G S6 FR" "ELASTOFLEX VG FR", "ELASTOSHIELD TS4 FR", "POLYFLEX G FR" (sand - backed) or "DUFLEX G FR" (sand - backed), adhered with "2000 MB PREMIUM '° cold process adhesive at 1 to 1 -1/2 gaI /sq, 40. Deck: Gt'S /37: : : .9. : : ." Incliner: 1 ... . . ..... • ... . Insulation (Optional) — POIYlsocyanurate 1.3 In. min), ), glass fiber (7/161n. min) or perlite (3/4 in. min), mechanically fastened or hot mopped in place. Base 9wet: ;- TWdplies'VI aU2, first ply mechanically fastened and the second ply fully adhered with "2p% MV pLkEMJW*, cold Oro&& adhesive at 1 to 1 -1/2 gal /sq. Men=br4Ae: — 12MTOFLIX U6 FR", "ELA$TOFLEX VG FR ", "ELASTOSHIELD TS4 FR" or "POLYFLEX G FR (sand - backed), adhered with "2000 MB PREMIUM" cold process adhesive at 1 to 1 -1/2 gal /sq. .... ....... . • •• •• • • • •• •• ••• • • • ••• • • •,. MIA _ _ MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov /pera Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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: Vanguard Roll Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECa'. QW.* 4 cppy�of tjiis. enote NOA shall be provided to the user by the manufacturer or its distributors and shall beavaiIabte M idpecdol at the job site at the request of the Building Official. This renews MA #-r - 0308;CaAd consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. • NOA No.: 12- 0904.06 )APPROVEDI IAr� • ' • • r i Expiration Date: 12/16/17 �' Approval Date: 12/06/12 ••• • • • • ••• • • Page 1 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a system using Vanguard Roll Concrete Roof Tile, as manufactured Boral Roofing LLC in Pompano Beach, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Vanguard Roll Concrete L = 16 -' /2" TAS 112 Low profile, interlocking, high pressure extruded Roof Tile W = 13" concrete roof tile equipped with one nail hole and %" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Pompano Beach, FL. 2.2 SUBMITTED EVIDENCE: Test Amen cv Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix 11 PA 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) Redland AthA8tp4eS • • • ; • • • P0631 -01 Wind Tunnel Testing July 1994 0 .:.'::::.: '. PA 108 (Mortar Set) Redland TechnJo0e; •. • ::.. Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) . ... . ... ... . 0 0 a . . MIAhI • • • • • NOA No.: 12- 0904.06 • • • • Expiration Date: 12/16/17 Approval Date: 12/06/12 ... • .... • • • . Page 2 of 6 . . . . . • . . 000 ... . . .... . b, 2.2 SUBMITTED EVIDENCE: Test Aeency Test Identifier Test Name/Renort Date The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 ❑ PA 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 . (2 Quik Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) . . The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 PA 102 . ... (1 Quik -Drive Screw, Direct Deck) . (1 Quik -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 .•• 25- 7804 -4 & 5 • . • ••. 25- 7848 -6 • Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 June 2007 3. LDMATIONS 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. ..... .. . .. .. . ...... ••• . .. . . .. . . ... . ... . ... ... . EC =kA0 •• • • • • .•• . • . • ••. • • • . • . • • . • . . • • • • • • . . NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 3 of 6 4. INSTALLATION 4.1 Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -I (ft) 1 Width -w (ft) Vanguard Roll Roof Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - A, (f3) Tile (ft3) (ft3) Profile Batten Application Direct D ck Application ,Vanguard Roll Roof Tile 0.266 1 0.289 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile 2 "•12" 3 "•12" 4 "•12" 5 "•12" 6 "•12" 7'•12" or Profile (min 15/32" (min. 19132" •• greater Vanguard Battens Direct Battens Direct Battens erect attens Direct Battens Direct Battens Direct Roll Roof 21.9 Deck Deck 25.8 Deck 22.9 Deck Deck 47.1 Deck 5.30 6.03 1 5.24 5.97 5.16 5.87 15.05 5.75 4.92 5.60 4.78 5.44 Tile i Table 4: Attachment Resistance Expressed as a Moment - Mi (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19132" •• plywood) plywood) Vanguard Roll 2 -10d Ring Shank Nails 27.8 37.4 28.8 Roof Tile 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 .#8 Screw 25.8 25.8 22.9 2 48 Screws 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail 24.3 24.3 24.2 . Field Clip) 1 -10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) . • • 2 -10d Smooth or Screw Shank Nails 35.5 35.5 34.8 • Field Clip) • s -1.0d jgmooth or Screw Shank Nails EaveCli 31.9 31.9 32.2 . •.... . .. ... .. . .... . ... . ... •.• . •• IIIIII • • EC .. • • • JAPPROVEDi ••• • • • • ••. • . . • • • • • • • • • ••• • • • ••• • . NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 4 of 6 Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment R"stance Vanguard Roll Roof Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Vanguard Roll Roof Tile 3M 2- Component Foam Roof Tile Adhesive AH -160 86.61 3M 2- Component Foam Roof Tile Adhesive AH -160 45.5 3 Large paddy placement of 54 rams of 3M 2-Component Foam Roof Tile Adhesive AH -160. 4 Medium paddy placement of 24 rams of 3M 2 -Com onent Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Vanguard Roll Roof Tile Mortar Set 20.60 5 Tile -Tite Roof Tile Mortar. 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 ". VANGUARD ROLL BORAL ROOFING LLC VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) • • • • • • • • • • • • (LOCATED ON UNDERSIDE OF TILE) • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • ECW •• • • • • � • • • • • • • • • • • •• •• • . • •• •• ••• • • • ••• • • NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 5 of 6 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 DRAWINGS It19 fr y �� VANGUARD ROLL ROOF TILE (POMPANO BEACH, FL.) END OF THIS ACCEPTANCE .. ••. . . . • . •• • . • Y •• • • • • 0. • •.• • •.• ••• • • �� • • . 47iAMPDADEC i0 i i nrrr�rrs • • •• •• • • • •• •• NOA No.: 12- 0904.06 Expiration Date: 12/16/17 Approval Date: 12/06/12 Page 6 of 6 MIAMI -DADE COUNTY MIAMMADE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.6ov/economy Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 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: BORAL TileSeal 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. IN8QEGWQP4 A.coW of tls entire NOA shall be provided to the user by the manufacturer or its distributors and shi1J be a•,aifab1e to * ir6 * c9 n at the job site at the request of the Building Official. This revises 46AA2- Q4f7tt and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. • ••• • ••• ••• • oe COUNTY ' • NOA No.: 12- 1219.01 ' EzpiraHon Date: 07J31l17 • • • • • • • • • • • • Approval Date: 01110113 • • • : • •• : + Page 1 of 4 •• • • • • • • • • • • • • •• •• Goo •• • • • •• J• • c ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: ...... Test Product . Product Dimensions Specification Description . .. BORAL TileSeal 36" x 36' rolls TAS 103 SBS self - adhering asphalt sheet material with a 36" x 72' rolls white glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURING LOCATION: 1. Brentwood, NH . ... EVIDENCE SUBMITTED: ... . Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT- Arcon, Inc. 02 -012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI- 006 -02 -01 TAS 103 04/01/02 PRI Asphalt Technologies, Inc. NEI- 008 -02 -01 TAS 114 (IT) 07/30/02 PRI Construction Materials NEI- 045 -02 -01 ASTM D 4798 & ASTM G 155 08/08/07 Technologies, LLC. NEI- 053 -02 -01 ASTM D 4798 & ASTM G 155 05/01/08 NEI- 076 -02 -01 TAS 103 / ASTM D4798 02/14/11 ...... . . .. .. . ... ... ... . .. ... .. . .... . ... . ••• ••• . .. . 0 :0: 00 . . . . 000 •• . • MIAMIDADE COUNTY .O - ••• • • • • ••• • • . • • • • • • . • • • •• •• • • • •• •• NOA No.: 12- 1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non - insulated Deck Description: 15132" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. ....... . . . .. . .. ... .... . .. ... .. . .... . ... . ... ... . ... . ... . . . . . . . .... . . . . raaraao�we courrrr •.• . • • . ••• • • • • • • • • • • . • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 12- 1219.01 Expiration Date: 07/31/17 Approval Date: 01/10/13 Page 3 of 4 LnvmuoNs: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over a roofing Base /Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12 ". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment 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. 10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment, and sealed using an SBS modified mastic. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below .END OF THIS ACCEPTANCE E COUPiTY • •.. . . . . .•• NOA No.: 12- 1219.01 Expiration Date: 0751/17 Approval Date: 01/10/13 Page 4 of 4 MIAMI -DADE COUNTY I MW 01 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.eod/nera 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 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: 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. so *** • • • • • •• This reneuvs and re0isgs S1QAV i 1 JV 124.04 and consists of pages 1 through 7. The submftd d4c4minfatrog s reviewed by Alex Tigera. •• ••• •• • • • •• • ••• • ••• ••• • ••• • ••• • • • • Y % • • MADE couWYr 0 • IP,W e� NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the 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 NIA TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test Results ASTM D 1622 1.6 lbs. /ft.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ftz ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58T., 100% Humidity, 2 Closed Ce4LCoNerl weeks ASTM D 2856 86% •• ••• •• • • • •• • ••• • ••• • •e• • • • • • 71 • • • 11 b E O s' is i i • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • • • •• ••• • • • ••• • • Test Results ASTM D 1622 1.6 lbs. /ft.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ftz ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I 58T., 100% Humidity, 2 weeks ASTM D 2856 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Aaencv 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 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 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 LmTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. f2 •• ••• . C • .• ..... .. • WS . ....... .. ... .. . .... . ... . ... ... . :.. : :. • . NOA No.: 12- 0228.18 N E couN • • •. • Expiration Date: 05/10/17 • R • • Approval Date: 05/10/12 Page 3 of 7 • •• •• • • • •• 00 • f 1 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser 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 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel ) #1 17 /side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 1 8 ....... . .. .. . ......... . .. ... .. . . ... . ... . ... ... . oil I ADE Cab • • • • • • F.1 •• I • . • • • • • . . . • •• •• 0.0 • •• •• ••• • • ••• • • NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 I t 4 $ LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BuELDING PERMIT REQuiREmiENTs: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. Nd Unugh plasOc ce=nt 1 10 00a ADHESIVE PLACEMENT DETAIL I SINGLE PATTY no) , FaWa EvemrseaW. Keep dush appm 4hupftmwae*lw li 10 IrL 21 EwCow Em cause ardy:. Keep aft" W- 4 k up fim weephIONS Paddy MeneM THe) Pasda waoph* Em dmn Up edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 JAPPROVE •: 0.0 :0 li 10 IrL 21 EwCow Em cause ardy:. Keep aft" W- 4 k up fim weephIONS Paddy MeneM THe) Pasda waoph* Em dmn Up edge NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Na through plastic cement Paddy (Beneath TOO) Nall through Plastic cement Paddy (Beneath TUs) UnderWymard Undedayment 71n.� 11n. 7 °° tii� 21n Fade Fascia % WeepMe EMCOM Eave dosure Em Clam. UP edge .......... NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 0*: • • .•• .0. 000 0 00: 000 0 000 .. 0 0 0 0 0 0 : 000 0 Soo a • 000 :0 0:0 0:0 0: 000 0% :0 :0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 I 1 4 a 1 0 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nag through plastic cement Pa* Nall through plastic cement Single paddy under file under the Single paddy • (between tile) Underlayment Single paddy between file Single paddy 0 Paddy (under die) s•• 2 In. x 7 In. medium sin paddy save Eve Closure on top of the course only Elva r she paddy save puree only Fascia 9 Sing paddy n.x 31n. T'11,141-1 3 In, x3 n. under 4 In. 2 In. Single Single paddy on 21n. 4 In. paddyon 0 0 under- Winent under. layment Eve course Single paddy on top of the Fascla Single paddy 21n X 7 in medium • Weephole F.ave closure osu on top of the • • • Drip edge Nall through plastic cement Single paddy : under the Single paddy • between die 3 In.x 3 In. 41n. Single paddy on underlayment 2 s•• Single paddy Eve Closure on top of the 0 0 Elva r she paddy save puree only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 : • • as* s•• 0 0 0 0 0#0 so 0 0 0 •0 •• • ••• • • • • % • • APPROVED=_.i� • •• •• 0.0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 s , 0 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship 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. 44. 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 Florida Building Code 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. la 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 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. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature Date Contractor's Signature •• ••• • • • • • •• • • . . • •�•• :�i mli PaopertAddiet • • .• Permit Number 140+11 ! `b • ••• • ••• •1�ev:1d20/a00f,•O�rr�ute ••• • SWAM •• • kAding Department • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •