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RF-09-1069 D ° Miami Shores Village A" 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 z y n� Phone: (305)795 -2204 Expiration: 1 00 Project Address Parcel Number Applicant 79 97 Street 1131010330260 BETTY ROZIER Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell BETTY ROMER 79 97 Street MIAMI SHORES FL 33150 -1732 Contractor(s) Phone Cell Phone Valuation: $ 13,000.00 UNITED CONSTRUCTION ENGINEERII (954)588 -9723 Total Sq Feet: 2391 r�. r. Type of Work: Re Roof For inspections please call: Additional Info: FLAT &TILE ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $7.80 RF -6-09 -35193 $ 329.90 $50.00 �' Education Surcharge $2.60 s Permit Fee - New Roof $300,00 RF -6-09 -35193 $ 329.90 $ 329.90 $ 0.00 Scanning Fee $12.00 Check #: 5193 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $7.50 Total: $329.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated July 02, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy July 02, 2009 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 117818 Permit Number: RF- 6- 09.1069 Scheduled Inspection Date: July 21, 2009 Permit Type: Inspector: Bruhn, Norman Inspection Type Final Roof Owner: ROZIER BETTY Work Classification: Tile /Flat Job Address: 79 NW 97 Street Miami Shores, FL 33150- Phone Number Parcel Number 113101033026 Project: <NONE> Contractor: UNITED CONSTRUCTION ENGINEERI INC Phone: (954)588 -9723 Building Department Comments RE ROOF FLAT AND TILE SECTIONS Inspector Comments Passed 4W�02 Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. _1111"19n 9nno For Inspections please call: (305)762 -4949 Pann '7n nf An 10050 NE 2 Ave Maml Shores, Fl 33138 Phone 305-795-22114, Fax 305-756 -8972 www.mimMshomsvillage.com RE: Permit# TF- 6 - 07 -1 DATE: - : 1 -03 INSPECTION AFFIDAVI (?-ereim licensed as a (n) Contractor / Engineer / Architect, f (Print name and circle License Type) FS 468 Building Inspector License M C C /1L Y.Z, P On or about k I — 0 3 1 did personally inspect the roof deck nailing and/or (Date & time) secondary water barrier work at iJ a C / Y VM-1-61ke (complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Ma a (Based on 553.844 F.S S i gn a State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of e9 -2 Notary Public, Sate of Florida at Large == ,, w __ r .MIUO SANCHEZ W c OMMISSON # DD883032 EXPIRES AprH 26, 2013 *General, Building, Residential, or Roofing Contractors or any irtifi 4Wad@b4@&A to ma a such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Lab Report No. 09- 070080 Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRESS. 79 NW 97 Street PERMITNo: RF6 -09 -1069 OYPNER: Riza Blair ROOFING SQUARES.- 21 CONTRACTOR: United Construction Engineering ROOF PITCH.• 3:12 TILE TYPE.. — Double Roll INSPECTOR INITIALS: JWAAA ATTACHMENT. Polyfoam TESTDATE: /17/2009 Testing Equipment: Di ital Chatillon DFIS 200 Test Tabulatlon Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -10 Passed 11 -20 Passed 21 -30 Passed 31 -39 Passed THIS ROOF HAS: PASSED FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. "ROOF SKETCH" 64' 16' 23 22 1 6' 24 21 20 19 18 2 27 26 25 26' 31 8 0 15 17 20' 5 6 9 14 1 2 4 6 10 6' 11 13 3 2 6' 36' 10' 24' Front Revie,wed.-by: Alberto Cardona, P.E. -Lic #17138 595 W. I e Street Tel: (305) 256 -4550 Hialeab, FL 33010 www.floridatec.net Fax (866) 333 -6988 �► Miami Shores Village fti h � 4hh Bui lding Department fo050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 BUILDING Permit No. 00q PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) �a 5.�� Phone # Owner's Address Fti1 F'-� 3j 7 State 7 d -/a Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ! City Miami Shores Villa -e County Miami -Dade Zip FOLIO / PARCEL # i 1, _. 3 l 0 f 0 3 0.2, 6 t� Is Building Historically Designated YES NO Contractor's Company Name Vm le �I " 5 y't�C >wL. a'?��1tt'a'rs "" '�' 68 hone # � -J 1 Tt3 Contractor's Address L,3 i" e, I AX 1 City W e_540il_ State P-1 Zip ? .2 ' (� Qualifier Name j` . ' (444 �? V'_ 1 Yw �- Phone # ` `7 %�' " ` 8 8 ! /� State Certificate or Registration No J 8.2-7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # A / Value of Work For this Permit $ /P, I Zoo Square / Linear Footage Of Work: .t> , 3 l f Type of Work: []Addition []Alteration []New X Repa rfReplace ` [] Demolition Describe Work: P W 0 t) � �' t t ° t 0 1fz r le f f t oo / axxxx x x x xxxxxxxxxxxxxxxxx -- F xxxzz*xzxzzxxxxxzzxxxzxxxxxxxzxxxxxxxxxzxx Submittal Fee $ ' Permit Fee $ �� CCF $ Notary $ Training /Education Fee (C Technology Fee S --- r - Scanning $ ` °;J " L Radon $ DPBR $ Zoning $ Bond S Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ C.£_ � See Reverse side • 40.1 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 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, MATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done m 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 commZvin t be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ab a of such posted notice, the inspection will not be approved and a reinspection fee will be charged k Signature - ` Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 q t ' by day of o6 20 1 by who is personally known to me, or who has produced who is personally known to me or who has produced As identification aril who did take an oath. as identification and who did take an oath. NOTARY PUB lMtl.l® :9ANC . NOTARY P �Ap�CHEZ ' an�n��► MY COMMIS0 DD883832 , MY GOMMtgSION � Dp883832 EXPIRE26, 2013 S. E XPIRE8 April 2S, 2013 Sign: Sign: Print: /�- t-- Print: My Commission Expires: My Commission Expires: AARA%%% AAARRR% A% AA% AA% AAAAA% A% AA%% AAAAAAARRAARAA% AAAR% ARRAA% RR% AA% ARAAAAAAAAAAA %AAAA % % % %R %AAAA % %R % %A %RRA %AAR APPLICATION APPROVED BY: ��✓ `� "t' Plans Examiner Engineer Zoning (Revised 07 /10 /07) NOTICE OF COMMENCEMENT CFH 201019RO475832 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF HIRSTINSPECTION OR Bk 26924 Ps t0,1 481* (Ips) RECORDED 07/Af/2009 11:09:06 HARVEY RUVINf CLERK OF COURT PERMIT NO. TAX FOLIO NO.11-3101-033-OZ60 HIAMI -DADE COUNTY FLORIDA v LAST PAGr STATE OF FLORIDA: COUNTY OF MIAMI -DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 1. Legal descdptiqn of property and street I address. 1-o Ts- 4 0 7 /1 2. Description of improvement: 3. Owner(s) name and address: Tcx- Nct-v 4 — Interest in property: - -Ze s i E Name and address of fee simple titleholder 4. Contractor's name and address- L) K;ie-J Cons Lrve et LOYL ;tni;,iy2ferinfi 1 5. Surety: (Payment bond required by owner from Name and Address: I 7HERE O EM W Amount of bond $ 0' S. Lender's name and address: WI S 7. Persons within the state of Florida designated by bwrwrupcW�m n�ces cW other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenoes Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is I year from the date of recording unless a different date is specified) Signature of Omer Print Owner's Name � Jm /Ct i f Prepared by Sworn to and subscribed before me thi L-1 day of fq (a 20 ,09. Address. (?re_s'cevLJ Notary Public. Print Notary's Name: My commission expire . MILIG SANGHE my COMMISSION 0 DD883632 EXPIRES April 26, 2013 AIN 2 4 2009 Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Appiication Forth Section A (Genera, I Inform) Master Permit Rio. Process No. Contractor's {Name um i' l e d CO —A ! / "r-4 y "L Z n �; r h eer l ri s- -rte c . Job Address 1U IL{iu +` Sk o res Ur l �r RO OF WIEG J9 Low Slope Q Mechanically Fastened Tine Mortar /Adhesi . E3 Asphaltic 0 Metal Panel/Shingles ®blood Shingl Shingles ® Prescriptive BUR•RAS 150 ROOF TYPE Ci Now hoof X Re-Roofing Q Recovering D Re ROOF SY§IgM Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3q1 2,�� — 2 3V r1� F P ,� � -P: -- S ection B t', f Miami Shores V111 111 Sketch Roof Flan; Illustrate all levels and n , hoof rains, coppers overlio scuppers and overflow drains. Include do nd fev � alea DA E Identify dim of elevated pr essure zone I tion of pare _ - -- _ DEPT - _ S s CT TO COMPLIANCE WITH ALL FEDE Fkt Root cD�RAL ST k AND COUNTY RULES AND REGULATIO S t r O � Mi 3:12 va* Yaney S O: � 1 3 r Owner's Notification Form 07 rl man I'M 5�9lAA9 zs „k•^ SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the . agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. x M 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed Ponding conditions should be corrected Y 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. �+ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shall not be r wired. Owner's /Agent's Signature. Date: / J Contractor's Signature: Permit Number: Property Address: 79 IdW 97 ST, MIAMI SHORES VILLAGE, FL. I . 0 S.u. c M® Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Delivering Excellence Every Day" Section C page (Low Slope Roof Systems) Fill In the specific roof assembly components. if a component Is not required, insert not applicable (We) In the text box. Top Ply. ,OOF SYSTEM MANUFACTURER: Gaf Material corp 1 -ply of Mineral Cap Sheet Iroduct Approval (NOA): 07 - 1219.09 System Type: Top Ply Fastening / Bonding Material: Vind Uplift Pressures, From RAS 128 or Sealed Calculations: lHot Mop Asphalt type iv F'1) Field: -49 2 psf Surfacing: I granules SINGLE PLY MEMBRANE: ;P2) Perimeters: - 85.6 p Single Ply Manufacturer /Type: ;P3) Comers: -124.3 psf na Maximum Design Pressure From NOA - 8 2 .5 psf Single Ply Sheet Width: E .112 Sheet Width: ED " toof Slope: 1/2 0 :12 Roof Mean Height: 12 ft No. of Single Ply 1/2 sheets: E] 'arapet Walls: 0 No E] Yes Parapet wan Height+ R Single Ply Membrane Fastening / Bonding Material: Ina )eck T �5 /8" P� lywood = 0 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: 16 " o/c ❑ SINGLE PLY MEMBRANE ATTACHMENT Uternate Deck Type: I na 1. Field: " o/c @ Laps & rows " ole existing Root. SAME 2. Perimeter. E _o/c ® Laps & El rows " o/c 'Ire Barrier: 3. Comer. El " o1c.0 Laps & E rows 4 " o/c NA NUMBER OF FASTENERS PER INSULATION BOARD: lapor Barrier: NA 1. Field: ED 2. Perimeter. E 3. Comer na Vnchor Sheet: Insulation Fastener Type: NA na knc hor Sheet Fastener / Bonding Material: t WOOD NAILER TYPE AND SIZE: NA 1x8 fascist board nsulation Base Layer She &Thickness: _ Wood Nailer Fastener Type and Spacing: NA nsulation Base Layer Fastener/ Bonding Material: nail E GE & COPING METAL SIZES: NA nsulation Top Layer Size & Thickness: Edge Metal Material: --Galvanized Metal — NA Edge Size: —3" face 26 ga.— _ nsulation lop Layer Fastener !Bonding Material: Hook Strip Size: I — SELECT EDGE METAL HOOK STRIP SIZE — NA Edge Metal Attachment: 3ase Sheet(s) & No. of Piy(s): 1 -1/4 RS NAIL ci) 4" GAF BASE SHEET #75 (1) PLY Coping Material: I -- SELECT PARAPET WALL COPING MATERIAL- - case Sheet.Fastener / Bonding Material: 1-1/4 RS NAIL & TIN CAP 1 -5 /8 Coping Size: —SELECT COPING METAL SIZE OR THICKNESS — Ily Sheet(s) & No. of Ply(s): Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE — GAF PLY 4 (2) PLIES Parapet Coping Metal Attachment: Iy Sheet Fastener / Bonding Material: HOT MOP ASPHALT TYPE IV i Ti.a Roof System MIAMa�ADE Miami -Dade County Building Department Electronic Application ® Section D Sloped System Description Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: I MONIER LIFETILE , LLC Notice of Acceptance Number (NOA): 07- 1023.07 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1 : - 45.1 .: P 2: - 78.6 P 3: -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): 45.5 psf Ri11 In the specific roof assembly components. If a component is not required, Insert not applicable (n/a) in the text box. Deck Type: — Select Deck Type — ` Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: Roof Slope: 3 "/12" NA Roof Mean Height: 14 ft. Basesheet Type: Method of Tile Attachment JASTM D226 FELT 30# --Adhesive, Medium Paddy Polyfoam Polypro— `* AJ OA N ° : Q 6 - O Z O / . 0 .2., Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4 RS NAIL 6 "OC cei LAP 12 "0C t7i FIELD NA Tile Underlayment (Cap Sheet ) Type: 3" face 26 a: - � ASTM 90# FELT Drip Edge Size &Gauge: - 9 Tile Underlayment Attachment Method: Drip Edge Material Type: - alvinized Metal- HOT MOP ASPHALT TYPE IV Drip Edge Fastener Type: 1 - 1/4 R S N 4" Tile Profile: VANGUARD ROLL CONCRETE TILE Hook Strip /Cleat gauge or weight: -- Select Hoo Strip — Section E 2 MIAM Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" 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 tile attachment method is acceptable. P 1: -45.1 X X 0.289 = 13.03 - Mg 5.97 = Mrl : 7.06 5 45.5 NOA Mf P 2: -78.6 X 0.289 = 22.72 - M 5.97 = Mr2: 16.75 5 45.5 NOA Mf P 3: 1 X X 0.289 = 33.58 - Mg 5.97 = Mr3: 27.61 5 45.5 _ NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" - or Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values, for aach area of the roof, then the file attachment method is acceptable. P1: x l,• = x w: - W: = x cos 8: = Frl: 5 _ NOA F P2:x1:= xw: = -W: _ X Cos 0; El =Fr2: 5 NOA F 1 x 1: _ .... x w: = - W. _ x cos 0: = Fr3: S NOA F' Where to Obtain Information to complete the calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) I = length Product Approval (NOA) Tile Dimensions w = width Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADS COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION illustrate Components Noted and Details as Applicable: I pping /Flashing, Continuous Cleat, Cant Strip, Base Woodblocking, Gutter, Edge Terminations /Stri Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details thal Comply RAS -111 and Chapter 16. Aw- f 2 Fes eLW $e ht ATM100arr Ok 73' talk •s �� 2 0 )�lieeat RoaPHait Ft. WWA Af, �e 2 d. @� L4P 6 p . C- / 06 ff Page 3a nl1 c /�M7 .. 2007 ROOFING MATERIA SYSTEMS DIRECTORY p R00F COVERING MATERIALS am ROOF COVERINQ:kU1TERlALS (TM Rofing Systems (TGFU)— Continued Roofing Systems (TGFU)— Continued R 'A - 38 Series ", 0.75 gal /sq. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite Cap Sheet: Coat: "A -38 Series ", 0.75 gal /sq. insulation in any of the following NC'Classifications. "EnergyCap 1 "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot 9. Deck. NC Roofing Asphalt" may b surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Insulation (C " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Class A,.B and C fiber; mechan: Hot roofing asphalt, for use with organic and glass felts or modified bitumen Base Sheet: Incline: 3/4 membranes. Ply Sheet: ay application of 2 -in. thick "Polyfoam 273" (2.71b /fL 'Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "GAFGLAS P Spray application of 28 to 34 - mils "U -8730° (alNminum) "Ruberoid Mop" SBS products . in any applicable Classification. Cap Sheet Incline: 1/2 Class A Spray a p p l i cation of 2 - irr. t " thick 273 (2.71b /ft. 1, Deck: C -15/32 Incline: 3 mopped. P Y PP • 3 Surfacing: ' Insulation (Optional): Qne. or more perlite, woad fiber, glass Spray application of 28 to 34- mils'U -8782" (ivory) � � yanum { e , u rethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any 1. Deck: Insulation (non ( Z .S CORD R-1346 thickness. . 01 WAYNE NJ 1x7470 < Ply Sheet: Three or more layers Type G1 ' "GAFGLAS Ply 4" or fiber, isocyanu or "Ruberoid Modified Base Sheet" ma be utilized- a "GAFGLAS Ply 6", hot mopped. urethane comF GZ base sheets in any of the followi�tg Classifications. ': Surfarirt Gravel' min) gyps board . or • 1/4 in thick (min) G Gypsum 2 Deck C - 32 Incline: 2 Ply Sheet w be used r any existing noncombustible deck Classification 1�ation (Optional): One-or mdre layers perlite, wood fiber, glass GLAS Ply. 6" ie, the resulting roofing system is acceptable for use over anurate, urethane, perlite/isocyanurate composite, perlite/ Cap Sheet 1 32 in. min) roof decks. a joints in the gypsum boaid and ' orate coin te, henolic, an "EnergyCap M :d are offset 6 in. with the joints in the deck If polystyrene is urethane composite, wood ftberlisacyan P P y 2. Deck: C -15/32 ystem, it must be placed below the overlayment board. thickness. Insulation ( OP Apes of "GAFGLAS Ply 4" or "Ply 6" may be adhered to GP Ply Sheet Three or more layers Type Gi "GAFGLAS Ply 4" or fiber �y 60 in hot asphalt. "GAFGLAS Ply 6 ". Ultra" is an acceptable alternate to "EnergyGuard' in any Cap Sheet One layer Type G3 'GAFGLAS Mineral Surfaced Cap urethane comp( fication. Sheet". or. "EnergyCap Mineral Surfaced Cap Sheet". thickness. it Eliminator Venting Base Sheet (Mailable)" may be mechani- 3. Deck: NC Incline: 2 Base Sheet Tv hot mopped over noncombustible decks and as a recover over Insulation (Optional): One or more layers perlite; wood fiber, glass Membrane: Or •ems• fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ "Ruberoid Torcl Ute Insulation may be utilized as a cover board over "EVER- orate composite, phenolic, 2 in. or "Ruberoid M :ion in any of the following systems. urethane composite, wood fiber /isocyan Po P Cap Sheet "GE ise indicated, the roof insulation is mechanically fastened, Mineral Surface, t . asphalt or urethane insulation adhesive. Pol Ply Sheet; Two or more layers Type G1 "GAFGLAS Ply 4" or "GAR any Mop following Classficatons inclu.9e ' ENERGuar GLAS Ply 6 ". L. Deck C -15/32 Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap ;lass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Insulation (Opt 4. Deck: NC : r Incline; 1/2 fiber, isocyanum T FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers "Isgtherm R ", 4 in. max, hot mopped. urethane comp(: alt gg mat base sheet ( "GAFGLAS '#75 Base . Sheet" or Ply Sh Any UL Classified gravel surfaced Class A asphalt glass fiber' thickness. ULTIMA" ) is a suitable alternate .for Type GI asphalt ass , t mat system Ply Sheet Thr 'GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Crass A, or 5 Deck G15/ Incliner 1 ? "GAFGLAS Ply r ndicated below. Surfacing: .S may first be'covered with a G2 halt matibase Slip Sheet (Optional): Red rosin paper, nailed to deck & S .tavent Eliminator Venting Base Sheet asphalt or "GAF Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be COAL TAR FEL inator Venting Base Sheet ( Nailable)" . Perforated to be nailed). ilable to be mechanically attached granule side down.•. Ply Sheet One or more layers Type Gl "GAFGLAS Ply 4" or GAPGLAS 1. Deck: C -15/32 Type G2 asphalt glass, mat base sheet ( "GAFGLAS. #75 Base Ply 6 ". Insulation (Optic .AS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Cap Sheet One layer Type G3 'GAFGLAS Mineral Surfaced Cay fib", isocyanurai " may be substituted for Gl asphalt glass fiber. sheet Sheet' or "EnergyCap Mineral Surfaced Cap Sheet ". urethane compos y 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the 6. Deck: NC Incline: 3 t thickness. ns. Base Sheet One layer. Type G2 "GAFGLAS. #75 Base Sheet". Ply Sheet Thn base sheet may be solid mopped, spot mopped or mechanf- ply Sheet One or more layers Type GI "GAFGLAS Ply 4' or "GAP' . , GAFGI.AS Ply 6 6 ". Surfacing: Gravy ire indicated, all insulations may be hot mapped or mechani- GLAS Ply ced � Cap Sheet One layer Type G3 'GAFGLAS Mineral Surfa COMBI lashing" or "Ruberoid" maybe used for flashing in any of the Sheet' or "EnergyCap Mineral Surfaced Cap Sheet". 1: , Deck NC systems listed below. 7. Deck C -15� 2 is referenced, this includes "GAFTEMP PERMALITE®" or on One or more layers perlite, glass fiber, isocyanu Insulation (Optio lassified perlite insulation.. thane, perlite/isocyanurate composite, perlite /urethane com)wsfte l fiber, 2 in max. or slag are suitable alternates for gravel in any of the Class A, nolic,1.0 in. min (offset from plywood joints 6 in.). {ry Ply Sheet Thre listed. Base Sheet One or more layers Type G1, G2 or G3. 'GAPGLAS Ply 6' rent fiber building units are considered suitable to be included Membrane: One or more layers ' Ruberoid Torch" (Smooth or Gnv Surfacing. Grun. following Class A, B or C systems listed over C -15/32 or NC. Ruberoid Torch Plus (granule), "Ruberoid Mop" (Smooth or Gran'" A . ` 2 Deck. � /s' )sum board under any of the following Class A, B or C systems {' ely effect the rating. The use of 1/2 in. min gypsum board is an or "Ruberoid Mop Plus" (granule)• Insulation �. ; cap Sheep G3 "GAFGLAS Mineral Surfaced Cap' s;' ; „ (Optio nate for insulation over C -15/32 decks. dystyrene insulation board between min 3/4 n lite boazd "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. r T f r l:, " rosin a er (erlite /rosin a /ppoi s rene/ hie is a 8. Deck: C -15/32 Inge- 2 th ane romposit to for isoc irate board in following Classy A, or C Insulation (Optional): One or more layers perlite, Wood F!' sj` thickness fiber, isocyanurate, urethane, perlite/isocyanurate comp' ,. C y Sheet Three , yGuard RA" "BMCA Tapered EnergyGuard RA:' and "BMCA urethane composite, wood fiber /isocyanurate composite, P Surfacing Py eatl A may be substituted for any Atlas polyisocyanurate insula- thickness. al NC he following Classifications. Base Sheet Two or more layers Type G2 or G3. ;. ,�[; rma Mop" may be utilized with any of the following "'Asphalt ply Sheet (Optional): One or more layers Type G1 One One o ith Hot Roofing As Halt ". f` heel ,qny Ul SO Premium Base Sheet may be used in any of the following Membrane: One or more layers "Ruberoid Torch" (Smooth o �t item "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smoo a , "':peck NC -lex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". or "Ruberoid Mop Plus" (granule). 4. LOOK FOR-THE UL MARK ON PRODUCT l °' i,_ a M IAA. n F D MIAMI DADE COUNTY, FLORIDA o Mlrl'RO -DARE FLAGLER SUR DING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 area 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 Division that this product or material fails to meet the requirements of the applicable building code. 'This product is approved as descn'bed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Cade. 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 Bled 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 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 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Mtnria ,ou COMM tvnr Expiration Date: 11/04113 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated Deck Description: " / n " or greater plywood or wood plank decks System Type L: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutrm Fire Barrier Coating, Versaweld' Asphaltic Fiberglass -Based (optional) Underlayment or Securock Base sheet: GAFGLke #80 ULTIMATu Base Sheet, STRATAVENTO EliminatorTm Nailable, RUBEROID Modified Base Sheet, RUBEROV 20, RU13EROV Heat WeldTm Smooth or RUBEROID Heat Weld7m 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLke Ply 4, GAFGLAS Flex Plym 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 o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure - 45 psf, ,See General LitnUadon #7) GAFGLASO Ply 4, GAFGLAS Flex PlyTU 6, GAFGLASP #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tc6m #12 standard, #14 or # 15 Screws and 3" Drill -TecTM stool plate or Drill -ToOm AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The otIm rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Pressure -45 ps , See General Limitation #7) GAFGLAS Flex PIjvw 6, C3AFGLA5 #75 Base Sheet 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 525 psf, See General Limitation #7) GAFGL ke #80ULTIMATm, RUBEROID RUBEROW Smooth, base sheet attached to deck with approved 1' /+" 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) GAFGLAS #75 Base Sheet or any of above Ban sheets attached to deck with Drill -To6m #12 standard, # 14 or # 15 Screws and 3" Drill -To6m steel plate or Drill -Todm AccuTmc Plates, l2" 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 -60 psf, See General Limitation 07) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill Te cTK 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 #7) NOA No.: 07- 121 Expiration Date: 11104/13 IAMt o outVW Approval Date: 03/20108 • ' Page 17 of 19 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tedm #12 standard, #14 or # 15 Screws and 3" Drill-Tedm steel plate or Drill -TecTm AccuTme Plates, 8" 0.0. 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. (Mm ii Desrtgn Pressure —75 psf, See GenerW Lbn1tadon V) Ply Sheet: One or more plies of GAFGLAe PLY 4, #80 ULTIMA, 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 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheet or GAFGLAS En=WCapTM 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 RUBEROW MOP Smooth or RUBEROID 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 4001bsJsq. and 300 IbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTU MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGiLAS 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- 401bsJsq. 3. Leak BusterTu MatrixTU 303 Premium Fibered Aluminum Roof Coating, at 1.5 galJsq. 4. Leak Buster'rM Matrix'''u 715, Leak Busteerm MatrixTu 322, TOPCOAT MB +, TQPCOA Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak Buster'rM Matriem 602 MB Xtra Elastomerie Roofing Membrane, EnergyCoteS roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT Surface Seal, TOPCOAT Firwhield SB Solvent based Elastomeric Roofing Membrane applied at Ito. 1.5 gaUsq 7. Advance Green Technologies Photovoltaic Laminate solar enargy 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 Mz=. a�co_vrmr Approval Date: 03/20/08 APPR OVED Page 18 of 19 WOOD DECK SYSTEM LWTATIONS: I A slip sheet is required with Ply 4 and Flex PlyT"I 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Ve' Dens DeckTm or ' / a" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LEMTATIONS: I . 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 lbsJsq., 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 IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. 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 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchorlbase 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 nailers, metal profile, andlor 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.6. 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 a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Mutflgbeeou n Approval Date: 03/20/08 • • Page 19 of 19 M I A M hDAE) MIANII -DARE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 Division 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 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 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 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIP'T'ION: 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. 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 consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. NOA No.: 07- 1023.07 o Y Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Suf -Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, 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 DESCRIMON Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1= 16 -1/2" TAS 112 Low profile, interlocking, high pressure Vanguard Roll Tile w =13" extruded concrete roof tile equipped with one V/a" thick nail hole and 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 w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBA HTTED EVIDENCE: Test Agency Test Identifier Test NameJReport 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 II PA 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-WB 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 Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 07- 1023.07 o Expiration Date: 12/16/12 Approval Date: 1=0107 Page 2 of 7 Test Agency Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -760 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 25- 7804b -8 1996 25 -78044 & 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 NOA No.: 07- 102307 Expiration Date: 12/16/12 Approval Date: 12J20/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 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. 4. INSTALLATION 4.1 Monier Lifetile 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 {Ibf) Length -1(ft) Width -w (ft) Monier Lffetile Vanguard Roil 92 1.38 1.08 Tile Table 2: Aerod amic Multipliers - A Tile x ( I Profile Batten Applicatio n Direct Deck Application Monier Lffetile Vanguard Roll Tile 0.266 0.289 Table 3: Restorin g Moments due to Gravity - M ft-lb Tile 2 ":12" 3 ":12" 4 ":12" 5":12" 6 7":12" or Profile are ster Monier Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Lffetile Deck Deck Deck De ck Deck Deck Vanguard 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 Roll Tile NOA No.: 07- 1023.07 a Expiration Date: 12/16112 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Nall -On System s Tile Fastener Type Direct Deck Direct Deck Battens Profile (min ISW (min. 19/32" plywood) plywood) Monier Lifetile 2 -10d Ring Shank Nabs 27.8 37.4 28.8 Vanguard Roll 1 -10d Smooth or Screw 8.8 11.8 4.1 Tile Shank Nail 2 -10d Smooth or Screw 16A 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nall Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field J 2 -10d Smooth or 31.9 31.9 322 Shank Nails Eave Table 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier L"rfedle Vanguard Roll Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Produc4 Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M (ft Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Vanguard Polyfoam PofyProTm 86.61 Roll Tile Polyfoarn Po ProTm 45. 3 Large paddy placement of 54drams of PoIyProTM. 5 Medium paddy placement of 24grams of PolyPro NOA No.: 07- 1023.07 AN. A Expiration Date: 12J16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Mortar Set Systems Tile Ilia Attachment Profile Application Resistance Monier Lifetile Vanguard Roll Tile Mortar Set 20.60 S. LABELING All tiles shall bear the' imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLMETII.E LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07. 1023.07 r „ Expiration Date: MUM Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING 11" 16-1/2" .--�' 13" MO Nm L I zmz VANGUARD ROLL CONCRETE ROOF TILE END OF TMS ACCEPTANCE NOA No.: 07- 1023.07 a Expiration Date: 12/16/12 Approval Date: IM20/07 Page 7 of 7 j M I A M hD M IAM i -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam .Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 bade County and other areas where allowed by the Authority Having Jurisdiction (AJq. This NOA shall not be valid after the expiration date stated below. The BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: PolyproQ AH160 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 NOA No.0 1 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. NOA No.: 06-0201.02 a Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY .APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves PolyproS AH160 as manufactured by Polyfoam Products, Inc. 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 Polyproo 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 ftensions Test Product Description SRgL_ tions Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro@ RTF1000 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: prom w Test Results. Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07 %o Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F.,100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort Date Center for Applied Engineering #94 -060 -TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10125195 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[l] ASTM E 84 01116195 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 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. PolyproO AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RA,S 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 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. rFi W F- i2; MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 ` Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro(& A11160. 2. Polyprog AH160 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 Polypro® 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. Polyprog AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120; and Polyfoam Products, Inc. Polypro® AHI60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foamprog 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. Polyprog AHI60 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. PolyproV AH160 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 Polypro® AH160 has been dispensed. 9. Polyprog AH160 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 Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. ams ams Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34/ an Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All PolyproO AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04113106 Page 4 of 7 ADHESIVE PLA CEMENT D ETA& 1 SINGLE PATTY NaaUvo�hplasaccer�nt / ,,P�bryrlBeoeathTaaj NaUthroughphtsticameat Paddilseaeaa�Nal 1 1 10 bw ° 10 kG Z in o Fascia F INb Ea�comssonlq: EaaecourseaUy: Eereclaure Eeretaoa�ne w hw4 op 60 wp 4hr.apfromvreepboi� Naa Huough p1Uccament Paddppiarrea�Tifel 1)Plecaerrough Weloachleve 1ito23 Naa through pent UAWed" -d squareb1dAbt tarb �p 4Tum caaers uPWs Gown.Phd eadb "hs I be To 1 bL From ouM6 ad ga of aova 1 Thanbuddibetk ° 2 h Earacome ° Earn clogs Earn course 0*. Kee w0wh apP 4 uP Fawk paw 61e. • Afmttoseuondcoureeot pp� . paoMmEmnemendot Poled ponarAmm Aasaro aushkemam. edgeodth Ears elms VYeephote Faick () NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE FATTY Nag through plastic cement Paddy (Beneath Ile) Nag #we* *dc cement /,. PaddY(Beneathifle) Under�ymeM °� p� 2 tm Em IIVm 0 Faso Fascia Wu*fe WOO= 4 edge Nag through pthstic cement r lseh Ile) u� r 71 Ease ewn. Emcom Faso NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE FATTY Nap through plastic cement pl Nag through plastic WMIt Single paddy under Ile (between tile) Dndet> nl Single paddy between so ° (under tile) ° 2I n. x T In. medium course paddy save cause onty Single Iawr x 3 . under tile ` in.x 3 In Slhgle paddy on 21n. 4In. Single 4In. 2In. under• Imddy on layment under- Single t Y Fascia Save cam on top of Ills Weephole Single paddy In. X I In. medium CEse Em closure on top of file Wn paddy emus Drip edge Fasch ' course only Nag through plastic cement Single paddy Single paddy under Ile between tie P I 3In.x 3 in. 41n. ° Single paddy 2 n` on underiayment ° Single ply Eave Closure on top of Ile 2 bn x I In, medium Eave Corpse Fascb P9 ears course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7