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RF-12-1981Permit Number: RF -10 -12 -1981 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 182236 Inspection Date: November 30, 2012 Inspector: Bruhn, Norman Owner: MARINO, DENISE Job Address: 9574 NW 1 Court Miami Shores, FL 33150- Project: <NONE> Contractor: MEGA BUILDERS LLC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010240200 Phone: (786)564 -4404 Building Department Comments RE ROOF COLOR THRU TILE Infractio Passed Comments INSPECTOR COMMENTS False Passed / Inspector Comments CREATED AS REINSPECTION FOR INSP- 182189. CREATED AS REINSPECTION FOR INSP- 180383. Provide renail Affidavit Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 30, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # R _ 10 " 12_— 1 ` e i DATE: /VoUewLleel( a-or� • INSPECTION AFFIDAVIT Pa-As-IA-lb -1(A-1-1,ADA,11.4s S licensed as a n) Contractor / ngineer / Architect, (Print name and drcle License Type) FS 468 Building Inspector License #: '2 O On or about M i 'z--0 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at S`7 `t tio i - (-C -T . t ( I 91.101) e-C — - (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) Signat 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 , - 9 ' day of Pori" " 46ei 1-'' Notary Public, Sate of Florida at Large h'4-04-1 m oreG /J. Pta4'-{zz.[z 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305- 823 -8008 / 305 - 397 -6414 Fax 305 -823 -3300 / 305 - 884 -8834 Website: www.reilehengineering.com /) - tt?l Date, 2012 Mega Builder LLC 15102 Southwest 45 Lane Miami, Florida 33185 Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 9574 Northwest 1 Court Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: November 24, 2012 Roofing Contractor: Mega Builder LLC Project Number: 12 -0980 (Testing Laboratory Certificate # 11- 0715.04) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Barcelona Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above- mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mthamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 9574 Northwest 1 Court Miami, Florida Reileh Engineering Corporation -- Project Number - 12 -0980 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 9574 Northwest 1 Court Miami, Florida Project Number: 12 -0980 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Reileh Engineering Corporation -- Project Number - 12 -0980 — Page 3 of 5 Test Number Test Load (Ibf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 12 -0980 — Page 4 of 5 Test Number Test Load (Ibf) Test Status • 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass Test 1 -14 Comer, 15 -21 Ridge Caps, 22 -32 Perimeter, 33 -64 Field Reileh Engineering Corporation -- Project Number - 12 -0980 — Page 5 of 5 NOM 13 14 26 12 11 27 61 • 0 � 24 , 25 10 9 k3 62 `4 63 60 57 42 6 58 56 39 '� 55, 64 47 41 96 50 49 51 35 45 55 54 • 30 31 52 33 53 0 1 2 28 4 3 5 6 7 8 52' 1151" 111.E PPf?IMMV 600 5F O Pltia CAP ¶ 51" ILOCA110N FINS = 52 COPNE;P - 70 5F PRIMM G 14 PLr?IMe1l I7151'ANCt, a - 5' L I7�N01'5 005 11Lg � It2a CAP - 7 cow; A,A - 5'X 3' Q 12 -0980 APPf;OX, POOF 11;51' LOCATIONS ANf7 tIM5N5ION5 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.I 2-19 I TAX FOUO NO. STATE OF FLORIDA 11111111111110111111111111111111111111111111 STATE OF FLOR COUNTY OF MIAMI -DADE: 1 HEREBY CERT1F original flSd in this THE UNDERSIGNED hereby gives notice-that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the follow v W I, ' is provided in this Notice of Commencement. CFN 2012R0744441 OR Bk 2831? F's 0513; (1P9) RECORDED 10/18/2012 14:04:42 HARVEY F IJV I H r CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST F'Af3E COUNTY OF LADE that I9ai:L ?s f71p� opyofthe dayof t;D2; d Otkitsf S. EFY A' Space above reserved for use of recording: office 1 . Legal description of property and s t r e e t / a d d r e s s : C I 51 4 Ni U.1 1 C - ' ( i s -t i 41All S t t 2. Description of improvement: r tac00&- 4 Cot 3. Owner(s) name and address: D 1 SC- ` I 1 f &) 0 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: mi 4 80 i 1.. tE yd-S L-1-C� S SLR 0-1 tl4 I / '�`'�`8S °���� Shy (lbt/ 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number Amount of bond $ 6. Lender's name and address: - 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number, 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of 9orner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By �r` ' CL c ,14 4 c, Prepared By Print Name 9E1°15 4r44 IU 0 Print Name Title /Office at.0 ;Ls -- Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrumen-. was acknowledged before me this / 3 day of By 4.,m S.P 4j, CWC ❑ Individually, or ❑ as for `(Personally known, or produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By �•. �� By 123.01 -52 PAGE 3 3/10 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: BUILDING JOB ADDRESS: Cl `7 7 II N 1 C-( City: Permit No. Master Permit No. Miami Shores County: Folio/Parcel #: C J .5 i o / O7- f " ("zoo Miami Dade zip: 33 ■ c o Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): DE 1Q‘SE . i• 1 MLA 0.10 Phone #: Address: 7'1 1,3 ( ( City: Ni*ti, .3 Ho fL6 State: f t Zip: -5 -5 ` �® Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Mat ‘ k�., ?)Gk. , LiL C_ Phone #: 76% C6 `f 4/116Y Address: 1 i i k cp S ti Lio City: t % State: . Zip: -5-72 \ (6S Qualifier Name: --(cA)- c ) D A- L.4,..14 bid-a- Phone #: 'rog L SL `r te lt 0 if State Certification or Registration #: C-C-C. 1 % 2$ b 2I Certificate /of Competency #: Contact Phone# :l 86 Sb `f vie 0 it Email Address: Sel 8 o 6 4 o1_ . L® fit-( DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ( 'a °C0 Square/Linear Foo Type of Work: ❑Addition /� DAlteration ONew. ^.. Description of Work: P4 Loa-ix) 6r ork: l 1 G air/Replace ODemolition Color thru tile: . . y -N ************ ***x: ****** *********** *** ***Fees*+x**** ** **********'* ************************* Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ a7s Radon Fee $ Training/Education Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ /� �' /I Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ISLCA-V- \ o nO Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this / 3 `h` The foregoing instrument was acknowledged before me this day of 0 C4' , 20 1>-, by -De AA 5 e lI/j, £ 1 _ , day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: //21,A;,- Print: My Commission Expires: * * *** *** * * * * * * *** * **** * * * **** APPROVED BY NOTARY PUBLIC: Sign: . a ▪ L.YSS E BALLADARES SS�� N._..h° t'OP°r► DD0878017 Print: `� .�:;_� ▪ ,. ; 44 Expires 4/8/2013 My Commission Expires' ;;'�rida NotaryAssn., Inc - of 9EOtl6 6tltlYd ®BYilnbiifi.tleeou.e **** ** * **** *********************************** * * * *** ** * ** * * * * * *** * *** ******** > 2c2 -- Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1..1-)—> Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction 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. 2.3. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. P[\ 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 to be performed. 4. Z Q1 Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5.4)- 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 3 (\iy\ Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7.� Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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 th ervice life of the roof. Owner /Agent's Signe re Date Contractor Si Revised on 7/9/2009 LD ure Date Miami Shores Viiiage 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: i© //i /2 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: - ,--A IJ® Property Address: 9 uJ \ C - . f A-0-4( S i--t o OS Roofing Permit Number: Dear Building Official: I ►—'5C H 00 certify that I am not required to retrofit the roof to wall connections of my bu ding 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. o 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 ti� SS s fUU LO Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this / 3'` day of 0 0 l� Notary Public, Sate of Florida at Large I,i Notary Public State of Florida T. Gloria N Martinez 1 ao< A4y, Commiaa oE8 838336 • 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 Wall connection Hurricane Mitigation. Revised on 512112009 Florida Building Code Ed ! 'r4.3111VAI Al High Velocity Hurricane Zone Uniform Pennit Application voria° 'ioies \MIPQ'P Section A (Gene I • 1.111.All•it, A°0Dn w-D Master Penult No. Process N°7(77 'NG DEPT-- Contractor,. Name. M Q,C.R A Cf '1/4"*""b BLD D -* .; 0.2)6-/ Job Address Lf (-4-) G-r BY DATE /Low Slope O Asphaltic Shingles O New Roof ROOF CATEGO I U CCNIPLIANCE WI VH ALL FEDER t\l_ TA TF ANL) CC IJi\fly r:ILLPS AND R LILATIc, O Mechanically Fastened Tile 0 Mortar/Adhesive Sot Tile O Metal Panel/Shingles 0 Wood Shingles/Shakes /3 Re-Roofing 0 Recovering 0 Repair 0 Maintenance Are there Prescriptive BURRAS 150 Gas Vent Stacks? Yes ID No ROOF TYPE Type: Natural [LI LPGX . ROOF SYSTEM INFORMATION Low • Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) q2_0 ] c : Section B (Roof Plani Sketch Roof Pharr illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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IMEMNIWWWW:vONNIMMUMMOVIONMIN immilimulsommilmximmtimmismommirnammmiOnmm olmimminummummlimMINOMOmmillimailminnwillarOMMEMOW■OMMinammommomminummini umaammilimsagemimasminammeammeeneamprAmegaimummummimal mileammeselemammula leseetaimmeneopm UNVIINMENRMINSIMMINIMIWAVMSMIMINVIMM MI. MOMMVEMPOPNOMMENVB 1 iggexamumplopeoll enimmelammeamemormoummemimmommusail ammeameeimmamenamerma immraegillmesmenN rm, mmm mimm"' 'In" natummummarammemommammilimmemilammennew tarimmummuma.umimarimilamempkirimmiammilmema ameimammaimeas IV" MOM MIMMUMWMIUMMENNIMIWIM Mums. merwommaigusionmsommussmonms illial4iiiimmumnplopmmOVOIVAVVOMVIIMMMEMOmmminsa1NVONNOINV1NVOM1O1V1ESMEMMUMMOVOP 123_01-48 12/09 PAGE 2 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Applica Form Attachments Required See List Below Low Slope Application AA, 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 7. Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re-Roofing Only) 7. Any Required Roof Testing /Calculation Documentation 123_01 -48 12/09 PAGE 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Systeml Fill In Speclflc Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer. C.7 i tcc NOA No.: 0 7 CPI Design Wind Pressures, From RAS 128 or Calculations: Pmax1: `' Pmax2: d z . Pmax3: / Z 1- 3 Max. Design Pressure, Fla ,, Specific NOA System: Deck ype: -i }lc GaugelThidmess: �/ ►I r1 � z " Slope: Anchor/Base Sheet & No. of Ply(s): 1 Anchor/Base Sheet Fastener/Bonding Material: , MAWS g�sC S14-6-67 Aftt t tO4- c.1.6 tGA-u -t insulation Base Layer. Base Insulation Size and Thidmess: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top insulation Size and Thidvess: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet FastenerBondiing Material: Fastener Spacing for AnchorlBase Sheet Attachment Field: ' oc Lap, # Rows Z @ I • oc Perimeter.. 9 ' oc @ Lap, # Rows . L oc Comer. ” oc @ Lap, # Rows aQ ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. : Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. )1.1a oC Pig rir OistudAlf 6t4S6 we ci" 31014 PPP4 Ply Sheet(s)4 No. of Ply(s): Ply eet Fite en�Bon k�Vl -�7� tip %ROi +�PICKW Top Ply: 1 k�[,1J.�� 0-114- qa rCb"b °te,6k- Ct.14 -16 P Top P4Iy-bFas�°tene ondingoMa(H : Rol 4.1 „fixivr Surfacing: FT. FT. Parapet Height Ik Mean Roof Height 123_01 -48 12/09 PAGE 3 HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: - 0Tr412 4 f j LC/ J-0(-- Product Approval Number: 11 — 04 1 Li • 0 gj Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -"'45 P2: `CIS • I P3: — S . I Maximum Design Pressure Product Approval Specific System: �J'e) . 1 Method of tile attachment fbU -r k(-k-r .P11-0 P-1fl (Utt-7 P4'7, Roof Slope: 12 Steep Sloped Roof System Description Deck Type: ype Underlayment. Insulation: 1430 PcLi A (H 9 •LU Fire Barrier: Fastener Type & Spacing: Adhesive Type: Ridge Ventilation? k Mean Roof Height: (,9 2010 FLORIDA BUILDING CODE — RESIDENTIAL 1 1 u IA (it PGc S.14i,K ` ocs ype Cap Sheet: *10 11(6061 1-4,1_ Su Roof Covering: Type & Size Drip dge: 17-6.35 (z o. c-. 4423 • HIGH - VELOCITY HURRICANE ZONES 44.24 Florida Building Code Edition 2010 High Velodty Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from Mt If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt: -yS • w x .312, = '-'11 Of ) - = Mn /P_ SI Product Approval Mr 31c . 1 (P2: -q . I x . 31$ - 72i qS ) - Mi G. 61 = Mr2 2CiI .Z$ Product Approval Mr 'SR . (P3: -9$. I x . 3. �,Sei ) - M� • (.1 = Mr3 29.7.1 Product Approval M, 33? • 1 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 32, Product Approval Mr 3 g,1 Mr Required Moment Resistance* Mean Roof Height --p► Root Slope lir 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 Attachment Resistance 30.4 Product Approval 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 26.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt: xl:= x w:= )- W :x cos 8.•_= Frt: (P2: xl : = w:= )- W: =x cos 9 = Fr1: (P3: xI:_ =_x w:= ) -W :_x cos 0 :_= Ft3: Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an eng veering analysis prepared by PE based on ASCE 7 Mean Roof Height 11 Job Site Roof Slope y Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistmtce F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions 1= Length w= width Product Approval All calculations must be submitted to the Building Official at the time of permit application. 2010 FLORIDA BUILDING CODE - RESIDENTIAL COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9th Ave. Okeechobee, FL. 34972 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aovibulldine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bella "High S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application . has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # 09- 0512.15 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. AVO' NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete Deck Tvne:, Wood 1. SCOPE This approves a roofing system using Entegra Bela "High S" concrete roof tile as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed 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 Bella "High S" L = 16 %" W= 13' /q" Thickness =1/2" Trim Pieces 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. TAS 112 High profile, interlocking, extruded concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date IBA Consultants, Inc. 2421 -94 ASTM C 1167 June 2006 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 2 of 7 The Center for Applied • Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 94-083 Static Uplift Testing TAS 101 (Adhesive Set) 94-084 Static Uplift Testing TAS 101 (Mortar Set) 25- 7094 -(3, 6 & 9) Static Uplift Testing TAS 102 25- 7120 -(1 & 2) Static Uplift Testing TAS 102 25- 7183 -(3 & 4) Static Uplift Testing TAS 102 25- 7214 -(3, 4, &7) Static Uplift Testing TAS 102 25- 7804 -4 Static Uplift Testing TAS 102 520111 -3 Static Uplift Testing TAS 101 520191 -2 -1 Static Uplift Testing TAS 101 Calculations Aerodynamic Multiplier Calculations Restoring Moment April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 March 1999 June 2007 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 33 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A', Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section 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. NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 3 of 7 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" 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 (1 x w ) Tile Profile Weight W (Ibt) Length -I (ft) Width -w (ft) Bella °High S" Tile 10.5 1.375 1.08 Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf) Table 2: Aerodynamic Multipliers - A (ft3) 2":12" Tile 4 ":12" A (ft3) 6 ":12" A (ft3) Profile Battens Batten Application Battens Direct Deck Application Bella °High S° Tile Direct Deck 0.349 Direct Deck 0.378 Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile 2":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 " :12" Bella "High S° Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.19 6.89 6.11 6.80 5.99 6.67 5.85 6.51 5.68 6.33 5.50 6.13 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Bella "High S° Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 33.1 48.1 50.9 1. Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. NOA No.: 11- 0414.08 Expiration Date: 07 /13/16 Approval Date: 06/02/11 Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" Tile Adhesive 29.31 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a. Moment - Mf (ft-ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Bella "High S" Tile Polyfoam PolyProT 66.63 Polyfoam PolyPro R' 38.r 3 Large patty placement of 83grams of PolyProTM. 4 Medium patty placement of 24grams of PoIyPro TM. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Bella "High S" Tile Mortar Set° 24.5 5 Tile -Tlte Roof Tile Mortar. NOA No.: 11-0414.08 Expiration Date: 07 /13/16 Approval Date: 06/02/11 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved ". OR ENTEE ENTEGRA SALES BELLA "HIGH S" CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11- 0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 6 of 7 PROFILE DRAWING END OF THIS ACCEPTANCE NOA No.: 11- 0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 7 of 7 MIAMI'rDIADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Bordeaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.sovibuildiag/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control 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. BORA 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: Polyset® One Roof Tile Adhesive LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOM 09- 0622.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset® One, and where the attachment calculations shalt be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product pimensions Product Description Polyset® One Factory premixed canisters Single component polyurethane foam roof tile adhesive. MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test At`encv Southwest Research Institute PRI Construction Materials Technologies, Inc. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Test Identifier 01- 1208-025 FOP - 009 -02 -10 FOP-009 -02 -01 FOP - 009 -02 -02 FOP-009 -02 -03 FOP-009-02 -04 FOP-009-02 -05 Results 1.95 lbsfft.3 7.8 psi 15 PSI Parallel to rise 4.6 LbsJFt2 1.94 Perm / Inch +0.89% Volume Change Qu 70° C., 2 Weeks 54.1% Test Name/Report ASTM E 108 Physical Properties TAS -101 TAS -101 TAS -101 TAS -101 TAS -101 Date 06/16/98 12/14/10 11/8/10 11/4/10 11/8/10 11/8/10 11/8/10 NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 2 of 5 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and 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 Polyset® One roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. C-F7) W 2 F'— MS INSTALLATION: 1. Polyset® One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polyset® One 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 ofPolyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofmg Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating Instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, inc. 5. Pressure treated wood filler block shall be required on all cave course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement 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 Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 3 of 5 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAILS PLACEMENT DETAIL # 1 NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 5 of 5 Mrs BUILDING CODE COMPLIANCE OFFICE (BCCO) •PRODUCT CONTROLDIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE PLAGLER BUJIDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 =2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI4J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for 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 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 renews and revises NOA No. 03 -0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 ExplraUon Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 V d L0 0000091. "ON/LZ:EL 'iS /OO:OL ZLOZ. VZ. 100 <03M) 1019800 -900 ON 1 Addf18 9 0W3d1f10 NOMA Bdgc Nallablc Deck MIAMI -DARE COUNTY "Delivering Excellence Every Day" Miami -Dade County EIVHZ Electronic Roof Permit Form Illustrate Components Noted and Details as Applicable: Top Ply Interpfies Base Sheet '+ 1 \ \ • Roof Deck Drip Metal Roof Mean Height: Drip Metal: ft. 3X3 GALV Surfacing 1 'GRANULES Top Ply: I GAF MINERAL CAP SHEET Interplics: 1 IGAF PLY 1V Base Sheet: [GAF BLASSBASE 75# Deck Type: 15/8 PLYWOOD 0 d 14,b000009t'014/LZ:OL' 1S /ZO:bL ZLOZ bZ 100 <OHM) 1.019596 -90B ON1 Addl3 mnewmdIflO WOMB UL Online Certifications Directory Horne Ouick Guide Contact Us UL.com TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 Class A 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Ply Sheet -- Three or more plies Type G1 or " GAFGLAS Ply 4" or "Tri-Ply Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet --- One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Shut'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type Gl "GAFGLAS Ply 4" or "Tri-Ply Ply 4 ", "GAFGLAS PIy 6 ". Cap Sheet: -- One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Skeet (Optional): — Red rosin paper, nailed to deck. Base Sheet -- One ply Type 02 "GAFGLAS #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type 01 " GAFGLAS PIy 4" or "Tri Ply Ply 4" or GAFGLAS Ply 6 ". Cap Sheet — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri-Ply Mineral Surfaced Cap Sheet ". 4 1000000092 ".c.NZ AZ :01 •1sloO : v 1 Z I.OZ 4Z 100 (03M) 1019800 -300 ONE Adams 3'Ie wmanne K0ULi 1 Scciiurt C MIAMI "U <-live itsg t.crlhnc t. very Dap° Miami-Dads County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. Top Ply: ROOF SYSTEM MANUFACTURER: GAF MATERIAL COR Product Approval (NOA): 07- 1219.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: (P2) Perimeters: (P3) Corners: Psi 1-71.7 -108.0 psf psf Maximum Design Pressure From NOA: Roof Slope: 10.25 I -52.8 ° : 12 Roof Mean Height: psf 14 1 Parapet Walls: No 0 Yes Parapet wall Height Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: same - -5/8" Plywood- " o/c ft. NA Fire Barrier: NA Vapor Barrier: NA Anchor Sheet NA Anchor Sheet Fastener / Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: NA Insulation Top Layer Size & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# Base Sheet Fastener / Bonding Material: 1 -1/4 RS NAIL & TIN CAP 1 -5/8 Ply Sheet(s) & No. of Ply(s): GAF PLY 1V (2) PIy Sheet Fastener / Bonding Material: I GAF MINERAL CAP SHEET Top Ply Fastening / Bonding Material: 'HOT MOP ASPHALT TYPE IV Surfacing: (GRANULES 1 SINGLE PLY MEMBRANE: Single PIy Manufacturer/ Type: INA Single PIy Sheet Width: ° 112 Sheet Width: NA No. of Single PIy 1/2 sheets: I "� - I ft- Single PIy Membrane Fastening 1 Bonding Material: HOT MOP ASPHALT TYPE IV D FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: o% @ Laps & Ell ' o/c ® Laps & rows cm rows " olc " o/c 3. Corner: 6 " olc (fp Laps & rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter: Insulation Fastener Type : 3. Comer: NA 1 INA WOOD NAILER TYPE AND SIZE: [ 1 X 8 FASCIAL BOARD Wood Nailer Fastener Type and Spacing: 18D NAIL @ 16" EDGE & COPING METAL SIZES: Edge Metal Material: — Galvanized Metal- Edge Size: 3' face 26 ga. - Hook Strip Size: — SELECT EDGE METAL HOOK STRIP SIZE — Edge Metal Attachment: 1 -1/4 RS NAIL 4 "OC STAGGED Coping Material: Coping Size: Hook Strip Si 1— SELECT PARAPET WALL COPING MATERIAL -- — SELECT COPING METAL SIZE OR THICKNESS- - ze: — SELECT COPING METAL HOOK STRIP SIZE -- Parapet Coping Metal Attachment: E. L d Lbb000008L- N/1-Z:e1 ' 1SI1 V:e4 ZLOZ bZ 100(03M) 4019000-900 ON 1 Addr1S 9'1SVBa-rn0 W0214 Deck Type 1: Wood, Non - insulated Deck Description: 19 /32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FiroOutim Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurocicTM. Base sheet: GAFGLAS° #80 ULTIMATM Base Sheet, STRATAVENTO Eliminator''"' Nailable, RUBEROID° Modified Base Sheet, RUBEROID° 20, RUBEROID° Heat- WeLdTM Smooth or RUBEROID° Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options :. GAFGLAS° Ply 4, GAFGLAS° Flex PlyT'" 6, GAFGLAS° #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring.shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c in the field. (Maximum Design Pressure -4S psf, See General Limitation #7) GAFGLASOD Ply 4, GAFGLAS° Flex PlyTU 6, GAFGLAS° #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -Teem AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (MaximumDesi n Press ure -45 psf, See General Limitation 117) GAFGLAS° Flex PiyTM 6, GAFGLASS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS° #80ULTIMAT'", RUBEROID°20, RUBEROID° Mop Smooth, base sheet attached to deck with approved 1W' annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS6 #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -Teem AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The otter rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -at psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -Teem insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation 117) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 1'agc 17 of 19 9 d L b0000009t ' ..N/ LZ : c L -1S /LO : V g. Z L OZ bZ 130 tan m i L O L 9895 -9OC ON I AddflS anowaa ono NOMd GAFGLAS* 1175 Base Sheet or any of above 13ase sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill- TecT'd steel plate or Drill -Teem AccuTrac: Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. .in the field of the sheet. . (Maximum Design Pressure —75 psf, See General Limitation #9) Ply Sheet: One or more plies of OAFGLAS* PLY 4, #80 IJL TIMA, RUBEROID® MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLASe Mineral Surfaced Cap Sheet or GAFGLAS. EnergyCapTh Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak Buster"' Matrix'' 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS* Mineral Surfaced Cap Sheet, GAFGLAS* Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak Busteirm MatrixT'' 303 Premium Fibered Aluminum Roof Coating, at 13 gal./sq. 4. Leak BusterT°' MatrixT"' 715 , Leak BusterTU Matrix"" 322, TOPCOAT'® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1..5 galJsq. 5. Leak Buster"' Matrix'' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotee roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT* Surface Seal, TOPCOAT® Fireshield* SB Solvent based Elastomeric Roofing Membrane applied at lto-1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07.1219.09 Expiration Date: 11/04/13 Approval Date: 03/20108 Page 18 of 19 8 d L V 000000 . N/t3 :01 ' iSIO I : V L Z LOZ VZ 100 COMM) 1818969 -800 ONO Addfls s'f0W3dtfl0 NOMA WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Pty 4 and Flex Ply'(`" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deckh or 'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directoiy 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 sidelap 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 aMinimum Characteristic Force (F) value of275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ 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 Engineer, 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 milers, metal profile, and /or flashing termination designs shall conform with 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.) 10.. All products listed herein shall have aquality assurance audit in accordance with the Florida Building Code and Rule 98.72 of the Florida Administrative Code. END OF THIS AC CEPTANCE t d I6 09L'aHILZ:OI'As /ZI:bI ZIOZ bZ 1004(03M> NOA No.: 074219.09 Expiration Date: 11 /04/13 Approval Date: 03/20/08 Page 19 of 19 I9I9090 -9OO ON 1 Addf15 31uwHd7MD MOLd