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700 NE 96 St (10)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 7t7 e ��01 Tax Folio /1 / Legal Description Master Permit # 3 Owner / Lessee / Tenant Owner's Address 7 7 7r e' 2 Contracting Co. ece) /mil/ Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION - A7 nature Date: Square Ft. Estimated Cost(value) Phone Address WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. or Condo President Signature of Contractor or Owner- Builder Date: Notary as to Owner and/ 4/6, Notary as to Contractor or Owner- Builder NOTARY SL* My Commission Expires. O <. BARBARA ANN FU I . <AL. My Commission Expires: , � ( 1 k COMMISSION NUMB' ii ^Y , 'r CC360191 ** * * * * �� • MY CipMMISSIc J : P. I F F1. m 291009 , FEES: PERMIT [, 5d RADON C.C.F. > NOTARY '5r TOTAL DUE APPROVED: Fire Zoning Buildin Mechanical Plumbing Engineering * * * * * * ** 160 Other ME lectrical BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect ontractor 3r Builder Legal Description Address of wilding El El Lot MIAMI SHORES VILLAGE. FLORIDA PERMIT N9 8964 CONTRACTOR OR BUILDER 2 Bl. Work to be performed under this Permit Subdi- vision Sq. Ft Value of Project $ : " BY DATF 195 Contractor's License No Amt. of Permit AUTHORITY to $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, lrawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any l ime if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations •3ertaining to the work covered hereby whether shown on the plans or drawings or in the state ents or speeifica ' and that he assumes responsibility for work jone by his agents, servants or employees. / '1 ' Signed ` ^'d �� ►�j BY BY ■ INSPECTOR 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 3ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. n accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. 41 t= 7 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Council Approved APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE /{�/ BUILDING INSPECTION DEPARTMENT BUILDING INSPECTION DEPARTMENT Date- ------ --. — 2 No. 2 6 Owner's Name and Address --rt Registered Architect and /or Engineer. Name and address of licensed contractor Location and legal description of lot to be lfuilt on: Lot Block Subdivision. O Street and Number where work is to be done :el .6 ' - it,' - 4"• 9 �+ .42i State work to be done and prdrpose of building (by floors) V�Y b es /to, w . ti? .4' and for no other purpose. New Building Remodeling_____________ ___ _ Repairs of Stories.... ___ Addition Re airs No. To be constructed of Kind foundation Roof Covering. a P�v - Amount of Permit $ Plan Cubage____ __ Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building__. __. _ .. Size of Building Lot. live load to be borne by each floor.__ - - I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks-- -- --- - -- - --- (Signed) Building Inspector My Commission Expires..... -.__ PLANNING BOARD.. -. - DATE Chainnan Member Member Member Member -.._ . Member STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts s r y him s ted are t�ue. /� �y�p therein b Permit No , Date... / Gt1 ._Q_ Read, Sworn to and Subscribed before me. Disapproved _. Date Notary Public, State of Florida Date Disapproved - Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has boon obtained from the Planning Board. A re - inspection fee of 51.00 will be charged when such re - inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby mode for the approval of the detailed statement in toe plans and specifications herewith submitted for the build inc or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iluilsling Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progreu of the work. a L7k----AZ- Date ...r..._...__...—.._._.__..� -- ?-: - A—...-.... ,19� O.vrrcr's Namc and Address %---- , _ No.. 20.c).__. street __ 9..(_ y l ._..........._. Registered Architect and /or Engineer i MT. VII •••,,.• ............. Name and address of licensed contractor .1' i -G: - s .9:!a . !!J� I ° C...1 - s G IA Location an egal description of lot to be bu'lt Az Lot Block Subdivision7 qq !-l` ._.. `i)-if ` /U 5 Street and Number where work is to be done 0-Q K.) State work to be MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Building inspector and purpose of building (by floors) ON ft-j2 Roof Covering My Commission Expires and for no other purpose. New Bui!ding Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Estimated Total cost of improvements $ - a-c - 0 Amount of Permit S 3 0, e Zone cubage required Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. .. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied %sith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by trim in the work to be performed under this permit; and will post or cause to be posted for inspectio on the site of the work such ��++ulrlic notice or notices as are required by the Act. The undersigned agrees to employ only sue subcontractor on wo . to be perienned.. under this pennit, as are licensed by Miami Shores Village. Rem.uks (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _•" to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ar true.. l Permit No.._. ,6 Date -5 /* Read, Sworn to and Subscribed before me. Disapproved 4.) q Date. Notary Public, State of Florida (Signed) PLANNING BOARD DATE Chairman Member Member Member Member .. .. .. Member ...._ _.._..... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the PI.,nnir. Board. A rc•in'Iwution fce of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection oe faulty materials anti/or workmanship. Zara e PtsSociates, I Roof inw Laboratory Testing and Research Moisture and Up —Lift Testinw October 28, 1997 RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 72 HOURS INSTALLATION - ADHESIVE SET - SOUTH FLORIDA BLDG. CODE 3404.3 Date: 10/27/97 Property address: 700 NE 96th Street, Miami Shores, Fl Owner: Lois Butler Contractor: Obenour Roofing Permit #: 41909 City: Miami Shores Type of Tile: Monier Bermuda flat Product Control #: 94 1221.08 Roof Slope: 3/12 Sq.ft. area: 2,100 sq.ft. approx. Testing Equipment: Chatillon - DFIS 100 The purpose of this quality control test is to confirm that there exists sufficient bonding by the adhesive to the tile and underlayment in the tile system applied; it will be determined whether 75% of the tile bonds to be tested in three different roof areas, provides sufficient resistance to an arbitrary static uplift load applied on the tile. This procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA 106. Tiles have been tested on three different roof areas: field, perimeter and corner areas. Prior to testing, dimensions of these areas were determined and recorded according to Chapter 23 of South Florida Building Code. Tiles selected at random from the three different areas, were lifted by hand, in order to test for loose components. LOAD APPLICATION: An arbitrary load of 35 Ibf. has been applied to each tile, holding the load for 5 seconds. Test results are tabulated as follows: 2524 W. 3rd. Avenue, Hialeah, Florida 33010 (954)4 (954)437 -2332 * Fax (954 }437 -2296 Pietro -Dade County Certification No. 94- 0125.08 AREA # PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM ADHESIVE Field 30 none none none none Perimeter 32 none none none none Corners 16 none none none none Enclosed find a sketch of the test site roof, indicating field, perimeter and corner areas with dimensions, and also, location where pulls have been conducted. XX XX Truly yours, ZARA AND ASSOCIATES, INC. 4 4r 1 ' ETER L. r'*• .. Lab. Director Encl. Sketch More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary Toad applied. More than 25% of the tile bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary load applied. More than 10% of the components have been determined to be "loose" components. The static uplift quality control test for the property in question, complies with the Code requirements 3404.3 and Protocol PA 106. RICARDO CARLES, P.E. PROPERTY LOCATED AT 700 NE 96TH STREET, MIAMI SHORES, FL Field Perimeter 0 Corners 42 ft e / / L BUR r 4 0 52 ft ♦ ♦ FRONT 42 ft ciuzzLA -'61kAuti\ ng Permit ber: BP2002 -1125 Address: REST A SUB PB 21 - 56 LOT 16 AND E112 OF LOT 17 BLK 1 LOT SIZE :mount $0.60 $60.00 $5.00 $65.60 Page 1 of 1 Total Fees: $65.60 Total Receipts: $0.00 T 1 • BUILDING PERMIT APPLICATION FBC 2001 . Miami Shores Village Building Department RECEOVED SEP 3 2303 Perms Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) LD 1 ex64 l C r Phone # ?.SZ -5467 Owner's Address — /CO NC 9� City !Man. $h©r(s State FL,. Zip 33138 Tenant/Lessee Name Phone # Job Addres where the work is being done) 100 E Ct (o 5 + City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO ✓ Contractor's Company Name V batu r t Contractor's Address 7301 Or acte 4� City Mt (14 i .5/1() f tS State re-- Qualifier .J414( EC 2 Q A✓QJ Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit 0 I , bGO. Ot' Zip Phone # 30,E 7s -7,-, ( / Z A - wl Zip —?3/3 Square Footage Of Work: Number of: Bays Stories Families Bedrooms Baths Type of Work: ['Addition DAlteration :New /tit epaiir/Replace 0 Demolition F Describe Work: RQ4o J` � o f /1740.050,0 )v�[G tA4 C Colot r ,r(41 mabi p,rwf,,,, 2,F6 o24 ,,g • lJ Fees ****************************** t 4 170.E Permit Fee $ 1 15 . 00 No $ County Escrow Fee $ � 6°- Education/Tralning Fee $ Tech $ Scanning $ Radon $ (V_ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ (Continued on opposite side) la Sa).00Cr—S 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 / i1 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. Owner or Agent The foregoing instrument was acknowledged before me this ). day of , 20j, by �Yi,(� c t (i) G 1( S who is personally known to me or who has produced ' As identification and who did take an oath. NOTARY ' UBLIC: Sign: •d" Print: A N Q(A chc7rn0s My Commission Expires: APPLICATION APPROVED BY: Signature N I1' Contractor The foregoing instrument was acknowledged before me this day of who is personally known to me or who has produced , 20 b3 by SEP 2 3 2003 as identification and who did take an oath. NOTARY PUBLIC: Sign:��� �( Hart Print: . �•���� ANnf �r��Ql�'andra b. 1� � r1 2.2005 �_�+ ' I:xpinn�p Thtu Ina r BonSing Co. M Commission Expir@� !' t�Q`Commissrn # DD 014872 �(4 )a, Expires April 2, 2005 Bonded Thrn (Certificate of Competency Holder) State Certificate or Registration No. C('1' O I � (o Certificate of Competency No. (0)90 h �S 4 r * s+** s* s** s* w *� * *� * # * *s * * *s * s•sss *s * j. Plans Examiner Engineer Zoning Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4 Asphaltic Shingles A,13,D 9,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 12.3.4.5,6,7 Metal Roofs LII 9 Wood Shingles and Shakes A,B, 12,4,5,6,7 Other ' s Applicable 1 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page • Specific System Descripti n Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 oP 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 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INST ATT UCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: CHMENTS REQUIRED: 123_01-48 5/03 PAGE 1 1 Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. 1 Master Permit No. Contractor's Name Job Address Section A (General Information) 760 /JE 74 SrAE€- - ROOF CATEGORY Process No. LJ Low Slope ❑ Mechanically Fastened Tile L7 Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No 0' ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof Ind te-Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 35 6 f.80 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 'ui . :E'E :'EECC : :'EE E :' :E: :CC :E ■ ■.■■r ■ r■ C� E ■■■ ■ E ■ . ... r■. ■. ■. ... ■ ■.■r ■ ■ ■ ■. ■ ■.�.: C "■C:::: C .■■ .C E rpC■: : . pC ■■ . C C E E " E CE " E : o : 'E :C■E p�.dh E ip ■ wi E CE E E. :EE:: : "3p.�iE " �E . ■CC:■ C' ■: ..C ■ :.■ ■.Ear. :. :EE E .C ■CE ■■■ . C ■■:C.. ■ ■C ■E. ■......CE�■L. :. r■ C.: ■ C■ . C ■ . ■C C: r ■.. ..... .,� g ■ E C ■E E: E EEECC:C C' �E' ECC■ ' C::: EE:EC CC ■ of : :CC� E CAE. ��E :EE : : :�CE CEp :^ . :E: :r..' �p : : E ■ : :. my i rood E ■� : . .. : E ■ :. E. � C :E C : ■ :.. : C ■CC.CCE ■ � ■ ■6 ■a.E . EEE E C pi m ::C':: '::C ■ C CC ' C EC : @E E: E E G •gy r .E E . E E .. ■: E■ ■.EEC. : ■ C■ . 0 .0 . C. . E r!• C� .■ :EE. .. C ■ ■ : E C: E .E : ■: ■ CCC : �. � C'E "C :: E ::EEE :E : .0 EEE .�.�E .. ■. . :. .... ■.�■ ABA : :.E Euum ■m ��ii��■''6:E ■a C . m r : 9 rir . 4 G■■■■ Er:E:: ■ ■ E :CC C�C.: .,G. ■:: : ::: ■ ■■ .. . p � . E IliddiffindidgiV i "i l i" 114 11111 : :��: E :. irri C C .. ■ ■ ..C■ •i... : E ■qq ■■■ ■. ■ .. ■■■. ■ . L EEE E . : ha : E: CC C E E:: CEC CE : C : C : . .. . €. ■.. ■E .. ■ 111 : " I1 I Ii II I Ii I iI I III I II II iIII i II IIll III IpII 1 IIII I I 1 I : CC il . CE ■ E E : � �. : : :.C ...CC..0 nE 123_01-48 5/03 PAGE 2 23_01-48 5/03 PAGE 3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA") System Manufacturer. 6 NOANo.: ,z -o4o5. (6 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 6 2 Pmax2: 7 . 3 Pmax3: 1 /• . Max Design Pressure, From the Specific NOA System: 52. 5 Deck: 0 n Type: W �p�R. Gauge/Thickness: 9 /1t Slope: 4toor Anchor/Base Sheet & No. of Ply(s): JJI Anchor/Base Sheet Faste er/Bonding Material: ,rte Insulation Base Layar. A44- Base Insulation Size and Thickness: Base Insulation Fest71 erBonding Material: Top Insulation Layer. Top Ply Fastener/ Bopding Material: P i t Surfacing: 64,A4x, ✓ 1 t P z 3yq Pr >< 8.75 A-- 4 Top Insulation Size and Thickness: id 4 - Top Insulation Fastener ding Material: 4- Base Sheet(s) & No. of Py(s): (41144A $ 0 Bare Sheet Fa ever diga�ate Re Ply Sheet(s).& No. of PIy(s): r R44fi 2IC1. Z Ply Sheet Fastener /Bonding Material: 71 pi Lf Top Ply: '" Ril t •u.OA 7L. rte' 1PA.61 co etc Fastener Spacing for Anchor/Base Sheet Attachment Field: ° oc © Lap, # Rows CO ° oc Perimeter. 4 ' oc © Lap, # Rows _ © ° oc Comer. 4 oc @ Lap, # Rows X © 4 ° oc Number of Fasteners Per insulation Board y/ 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. Indicate: 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. itbAuoi /20 re ad/ v� os�k TMN( W/ ` I YAp '; ,,do 14, Parapet Height 9 Mean Roof Height Cm,e eft- Sfi N ai /3/ g .563 744 • Roof System Manufacturer: o ,J U aniti rya/ -54 1 Notice of Acceptance Number: o a - 09/6. / 6 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 6.97 P2: i2.9a P3: ,l_a.92. Maximum Design Pressure ,/� � (From the NOA Specific System): Method of tile attachment: 7oiy fau44, 1 Florida Building Code Edition 2002 High Velocly Hurricane Zone Uniform Permit Application Fonm. 1 Roof Slope: irk : 12 Section D (Steep Sloped Roof System) Deck Type: Ridge Ventilation? 23_01-48 5/03 PAGE 4 Steep Sloped Roof System Description cv a. .. '41(4 ype Underlayment: nsulation. Fire Barrier: astener Type & Spacing: dhesive Type: A 4 ype Cap Sheet: oof Covering: Type & S Edge: 447 ? )Pe 1 -A/S0A) I)ILTV 4 j Ize Drib tiutkitslcg wog 2 9' /a" Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineacing analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier 74 NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mr NOA Required Moment Resistance My Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F. Calculated Average Tile Weight W NOA Tile Dimensions 1' length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' — Roof Slope 2:2 34A 36.5 36.2 39.7 422 3:12 322 34.4 38.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26A 28.0 29.4 30.5 32A 7:12 24A 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity 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 M the values from M,. If the Mr 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" 1 x 7l . • 13.70 - Mg: = M,. & • ! Y NOA 11ii, � (P2: /QD* y z a. • ) • a4 . O ) - Mg: (1.18 = > .1 NOA 11� (P /GO_( x .2g) .a4.0-7,- 22•I Z NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *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 valves for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" I: = z w: = ) - W: z cos 9: = F NOA F' (P : z l: = z w: = ) — W: z cos 0: = F NOA F' (P : z 1: = z w: _ ) — W: z cos 9: = F NOA F' 123_01 -48 5/03 PAGE 5 M i A M IDADE • BUILDING CODE COi1UPLIAr CE OFFICE (I3CC_:0) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. PIoneer Concrete Tile 13410 SW 34"' Ave Deerfield Beach, FL 33442 ItiU... ✓JG VUUI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1562 (305) 375 -2901 FAX (305) 375 -2905 SCOPE:: This NOA is being, issued under the applicable rules and regulations governing the use of construction materials: • The submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and A.ppcals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having 7ursdiCtion (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 determinedby.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 thc High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Nordic Flat Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and f'pllowing 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 n egatively 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, andlor manufacture et-Y:e 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, them it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by thc rnanufacturer or its distributors and shall be available for inspection at the job site at the request of the Buiiding Official, This NOA consists of pages 1 through 6. The submitted documentation wz,s reviewed by Crank Zuloaga, RISC NOA No.: Q2 -0916 -10 Expiration Date: 12/16/07 ApproN al Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 2. PRODUCT DESCRIPTION Manufactured bv Applicant Hanson Nordic Flat Tile Trim Pieces 2. Product Tile Nails Tile Screws Hurricane Clip Fasteners Dimensions Min. l0dx 3" Roofing Roofing Tiles Concrete I. SCOPE This renews a roofing system using Nordic Flat Roof Tile, as manufactured by Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system_ Dimensions Length: 16;r" Width: t3" Thickness 11/2" Length: varies Width: varies Varying thickness CO ;VIPONENTS OR PRODUCTS NIANUFACTURED BY OTIIERS #8x 2 'A" long 0.235" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. 'A" width Min. 0.060" thick Clip Fasteners Min. Sd x 1 4" Test Product Specifications Description Flat profile, interlocking, extruded TAS 1 12 concrete roof tile equipped with t\vo nail holes. For direct deck or battened nail - on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for TAS 1172 use at hips, rakes ridges and valley terminations. Manufactured for each tile profile. Test Product • SpecitFcations Description Corrosion resistant TAS 114 screw or smooth Appendix E shank nails Corrosion resistant, TAS 1 14 coated, square drive, Appendix 1; galvanized. coarse thread wood screws TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Manufacturer ' (With current NOA) Generic (With current NOA) Generic (With carrcnt NOA) NOA No.: 02- 0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 rage 2of6 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 33 Applicant shall retain the services ofa 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 underlayrtent shall be in 'compliance with the applicable Roofing Applications Standards listed section 4.I herein. 3.5 30/90 hot moppe'd applications may be installed perpendicular to the roof slope unless stated otherwise by the underiayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance. with appticabie riding code. 4. INSTALLATION 4.1 Hanson 'Nordic Flat' Roof Tile and its components shall be installed in strict compliance with Roofing; Application Standard RAS 118,119, & 1.20 4.2 Data For Attachment Calculations Tile Profile 3 ":12" Table 1: Aerodyamic Multipliers - Jft3) Tile X Profile (ft3) " (ft Batten Application Direct Deck Application Hanson Nordic Flat Tile 0.267 0.289 Table 2: Restoring Moments due to Gravity - Mg (ft-Ibt) Battens Direct Battens Direct Deck Deck Henson Nordic 5.95 6.78 5.87 6.67 Flat Tile 4 ": 12" 5 .., 12 •" Battens 5.74 Direct Deck 6.54 6 ": 12" Battens Direct Deck 5.60 6.37 NOA No.: 02- 0916.10 Expiration Date; 12/16/07 Approval Date: 12/19/02 Page 3 of 6 1 '.U 7 "; 12 "o - _greater Battens Direct Deck 5.44 6.19 Fastener Type 1 Direct Deck D 1� a ate 2 -10d Rin Shank Nails 3 30.9 3 38.1 1 17.2 1 -10d Smooth or Screw 7 7.3 9 9.8 4 4.9 2 -10d Sniobth or Screw 1 14.0 1 18.8 7 7.4 1 #8 Screw 3 30.8 3 30.8 1 18.2 2 #8 Screw 5 51.7 5 51.7 2 24.4 1-10d Smooth or Screw 2 24.3 2 24.3 2 24.2 19.0 1 19.0 2 22.1 2 - -10d Smooth or Screw 3 35.5 3 35.5 3 34.8 2 -l0d Smooth or Screw 3 31.9 3 31.9 3 32.2 2 -10d Ring Shank 5 50.3 6 65.5 4 48.3 4" tile headlan anti fncto'r ! Table 3: Attachment Resistance Expressed as a Moment • M, (ft-Ibf) For Nail - Tile Profile Hanson Nordic Flat Tile 1 Installation with a Tile Profile are oca ed a m of . /2 from h ead of ule. Table 4: Attachment Resistance Expressed as a Moment Mf (ft -Ibt) For Two Patt Adhesive Set Systems Tile Application I Hanson Nordic Flat Tile _ Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company Tilesond Average weights per patty 13.9 grams - Polyfoam Product, Inc, Average weight er a 9 rams. Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -lbf) For Sin le Patty Adhesive Set Systems 1 Large paddy placement of 45 grams of Pol Pr 5 Medium paddy Placement of 24 grams of Po Pro"". Tile Profile Tile Application PolyPro rM Han .on Nordic Flat Tile Pol ProTM Minimum Attachment Resistance 31.3 Minimum Attachment Resistance 118.94 - ._..._ 40.4 NOA No.: 02- 0916.10 Expiration Datc: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 l I _ .Tile Profile L HanSOndIC Flat Tile i�� • i �i .i .. it .`� �� . �,VV 1 LL r JVJ 1 JJV YI.�Y I )U1' i/UuI1 Table 4E: Attachment Resistance Expressed as a Moment - M, ( Ift b for Mortar Set Systems Tile Application Mortar Set Attachment Resistance 39.0 5. LABELING 5.1 All tiles shall bear;thc imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 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.: 02- .0916.10 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5of6 FASTENER HOLES PROFILE DRAWING HANSON "NORDIC FLAT" ROOF TILE uNDERL oCK- NORDIC FLAT END OF THIS ACCEPTANCE / -OvERLOCK NOA No.: 02-0916.10 Expiation Date: 12/16/07 Approval Dace: 12/19/02' '. . jc T APPROVED: (16/14/20(1t ► PRODUCT CONTROL NOTICE OF ACCEPTANCE; 1 Products, Inc. 2.OU Spring- Stucbncr Road Spring ,TX 77383 -1132 Your application For Notice of Acceptance (TJOA) or:: Two Component Polyurethenc Foam Adhesive under Chapter 8 of the Code of Miami-Dade County governing the. use of .Alternate tsifatcriais and Typos Construction. and completely described herein, has been recommenced for acceptance by the Nfianti -Dace County' Building, Code Compliance Office (1:3CCO) under the condit!ons speci lied herein. phi3 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or nla+tufacturer's plant for quality control. testing. If this product or material fails to perform in the approved manner. BCCO may revoke, Modify, or suspend the; use of such product or material immediately. BCC() reserves Lite right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code.. The expense of such testing will be incurred by lh:: m.tnul acturcr. • .ICCF,PTANC1: NO_: 01- 0521.02 EXPIt2CS; 0.5/I 0/2006 Raul R.ladri ;: Chief Product Corm)! Division TIlrS IS 71(1; CC1vCRS11Cf.T AODr1'IONAL PAGES rnlz SPECIFIC AND C, F,NrR,AI. CON DIT1ONS — f3UTLOING CODE Sc PROD ' RF: VIF:w CONINI1TTET r vLlru.l $1 rK111.'ul.l >, t,tol p02 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to used in Miami -Dada County, Florida under the conditions sct forth above. \\ 1015000 \ cccruncc cc„er pet mot Internet rnnil add re5Y: pnslmnster @huildinsen(Ict+nlinc.et I0' d t-8y88SLS0C 01 `LCCS66S'=,0C linmclY•t�c: harp: ihvww.huIluinbcn(Jcottlinc.cont oJIlbldfi ad t'S: Ji C002 P t_1d!.I MIAN1I -0ADE CO1.mTy, FLORIDA METRO- D,;I)E FL.:,GLER tiL/ILDINC rlu)LniN+,, ConC COttIr'LI.\NCE OFFICE, nICTio D ,\ur ; r '.,,Cl,rlt t3t1ILDftJGr 1 10 lvl;ST FLAGLri1 STREET, SUITE 1601 lr \\II, FLORIDA 33130 -1561 1315) 375 -2')in I °,\x 005) x75.2904 +:()N'rlx,■ Ci'U11 1.1(T.Nsl Nr, ::I ?CI•InrV (n5)3/5-2577 r.\,riJo513�s -;5 >� I R1•: I'QItCt :NfIi,V't DIWI\ION (J(1< -) )75-19b� I:Ax (335) 175 -?yep l'RODLICT CONTROL DIVISION i3tI 37S -729o3 (3OSl rrrincisco J, Quilunnz. R.A. Director Fvfinnt iJ :trl� Cti1)nt tluililing Code Compliance Oillcc ROOriNG ASSEMBLY APPROVAL Category! Rooring Suh- Catejnry: Roof Tile Adhesive \ -• 1.1 • \I./ 111L J. 1 - \1 0 1 '1.1. d.J .J I '11. cC1'd Pnl,yfnlm Products, , c, ACCEPTANCE, No_ : 014 21,02 vial4rial•: Polyuretiv:nc 2. PRODUCT DESCRIPTION Manufactured by Arplitean[ Dimensions Polypro0 AH I60 N/A Poamproa R71 NiA ProPack0 _3A 5c !00 .■ .JL 1L V.l.'l 11 \ � /1. l'•. .1 .. ,1 .. 1 . - Test Sper.iticntinns PA 101 Approval (Date: June 14 Llot I;x.pirati.m Date: May 10 7,006 1. SCOPE This approves 1'olyproc .4,1 -1160 a; martufrcturc;l by Poly foil Product, inc. r1-5 described in Section 2 of this Notice of Acceptance. for the lUCCtions where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values ()brained by calculations in compliancA with Rooting Application Standard RAS 12 tor use with approved tlat, low, and high profile rocftiles system using PolyproOD AH 160. Where the attachment calculations are lane as a moment based system Pot. single patty placement, and its an uplift based system for double patty systems Product DescriN n TWO component polyurethane?. Dispensing Equipment N/A Dispensing Equipment 2.1 Components or products manufactured by oilier~': Any Miami -Dade County Product Control Accepted Rool'Tilc N;cnihly leaving a current NOA wltiel) list uplift resistance values with the use or Polypro A11160 roof tile adltcsiv'e, 2.,2 Typical Physical Properties: PrspSrty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTtvl D , 621 ASTM D 1 623 ASTM D 2127 AS 1 r`1 E 06 ASTM D 2126 78788SLSEtC 01 t7LCC969SOC Rcsntts 1.6 IUsJrt.' 13 PS1 Parallel to rise 12 PST Perpendicular to rise 28 PS! Parallel to 0.06 Lbs. /rt 3.; Pearl / Inch +0.01% Volume Chance: U. -40 F.. 2 weeks +-6.0% VaII UaI1C Change (7 7) 111n15idity, 2 ∎veck ; ti •n • Zulo:lgn. RRC Product Control Exnrniiler 0T4 d :J r S: S t COOF 72 n .:10:1 V r'1-0 ') 1111 J. 11 0 • 1 1 91 A u 1. rvL? r rtju ,. CO'd 1'olyfonm Products, Inc, Note: The physical properties listed strove me presented :rs t� li:;rl average rntucs ns determined by nccepted ASTM test methods :Ind are subject to normal rrr;uwfncturinc variation. 3. LIM(TATIONS 3.1. Fire classification is not part of :his acceptance kefer to the Prepared Roof Tire Assembly for tire ratinv. 3.2 Polypro® Af-1160 shall solely be used with flat, low �� hi h tile profiles, 3.3 Minimum undcrl;lyments sleuth be in compliance with the fooling Application Standard RAS 120. 3.4 Roof Tile manufactures aeclulrin g acceptance fur the u:e. of Pulyprot& Al-II 60 roof the adhesive with thCir liie assemblies shall test in accordance with PA 101. 3.5 Root Tile manufactures acquiring acceptanc° For twc. paddy placement with the use of Polyprotl AH 1(0 roof tile adhesive with their talc :rs.,emblies shall test in accordance with PA. i01 and with s ;0,4 as modified herein. I i - U/ F' t / t�1$ 4 1NSTALLAT(OS 4.1 Polyprott AI -1160 may be used with any roctl tile 8ss■111bly h.avinc; a current NOA that lists uplift resistance values with the use of Polyproitr .AI-1160, 4.2 Polypro0 A11160 shall be applied in compliance with the Cemponcnr Applicationa section and the correspend:nb Placement Details noted herein The roof tile assembly's adhesive attachment with the use or Pdlyproe.) A1.1160 shall provide surtctent attachment resistance, c.\presscd as an uplift based system, to mcct or exceed the uplift resistance determined in compliance with M'!iart, -Dade County Roofing Application Standards RAS 127, The adhesr\'e attachment data is noted in the roof tilt assembly NOA 4.3 Polypro0 Ai-1160 roof tile adhesive and its ccmponcnts shall bc installed in accordance with RooFn,y Application Standard RAS 120, and Polyfoam Produces, Inc. Polyproe A.N160 Operating instruction and Marrtenance Booklet. 4.4 Installation must be by a Factory Y-ained 'Qualified Applicator' approved and licensed by Polyfoam Products, inc. Polyfoam Products Inc, shall supply a list of approved applicators to fate Authority having Jurisdiction. 4.5 Calibration of tine Foamprog) dispensing equipment is required before application or any adhesive. The mix ratio between the ''A'' component and the "B" component shall bc maintained between 1,0 -1.15 (A) 1.0 (p). The dispense tinter shall be set to deliver 0.0! ?5 to 0.15 pounds per file as determined ;.t calibration, No other settings shall bc Approved. 4.6 Polypro� Al-I 160 shill be applied with Foampro RTI" 1000 o, ProI'ackG 30 & 100 dispersing equipment only, 4.7 Pol yprUcal Al•1160 sh;lll not be cxposcd pernnan. fly to '?r'..l t'8GsL S0C CJ.t t' ,� C(C8E,SSOC l ACCt✓1)TA CE No. : 01 -0 .521.02 Frank Zulonba, R!C Irroc,111Ct Ccn.rol LxaniinCr C )003 l3 dd SS : 'E ! C00 T2.00 ddld lrr. .L '') l llL 1 ! • 1 1'3.1. • 0 .J'1 . 1 1 '14 Palyfoant Products Inc. r r nlil'1.'1 ACCEPTANCE No.. 014521.02 4.9 i ile;s most be adhered in Ires,yly applied adltc,<,ivc Tile must be set ,within 2 to minutes aftif PolyprotA A1 has been dispensed 4,9 1'olyproe AF placcnrcrt and minimum patty weight stall be in laccordancc with the 'Placement Details' herein, 1 ncl Se,ncrie tile protilc requires the specific placement note l herein. r r — Table t: �tdlicsiv I) —°` - -- -- 1 — ________ c I,tee,nrnt For Each Generic, file l rattle Z ilcl'rofilc ■ 1'lac:llicnt Singlc Thickly 'Wei Paddy Wci6ht Dct;iil N1in. (grants) i per pndJy Min, I (grnms l' I 35 NJiA Flat, Low, f-Hit�h Profile H gh Profile (2 Piece Bartel) .: I Flat, Low, MO Profiles f PD illy, Low, ! riuh Profiles P0' d I78t'88rm,L S0C 01 v2_ocsEalsnc ,a 17/sic',,: on cap and NIA 3.1 /pan N/A LABELING r1Jl Polypro® AH I 60 containers shall comply wi:h the Standard Conditions listed herein. .6. BUILDING PERMIT R.EQUIRtriENTs 6.1 As regtaired by the Building Oflici;ll or applicable Building Code ir, order to properly evaluaie the installation of this system frank Lulo;ib;t, 17RC Product Control 1xanunc.r oDauas SS : 11 C007 717 0;1-13/03 THU 17:10 YAA. 954 57. 3 1042 eU1_-VAM PXLIPLI,M1A. Loafoart, Prociocts,fric. ii411ml0 vp corsell JOdore Two \ 01 iltronn p/Oillc cor otrIonow Eal Cum ... .:-. f ' ", ..." ..,./ s / `.... < : s...... i .; ... ..7 ...`., `,.. .."..." A. ....-- s....s., e...' - ke•e Cf.., . "....;'-• Y'i 6414 ...• Oleopolo N. .1 01.1110 Mir EV.? , :turte .01' E,. ao.oN Lm [Nun N. '''', OAF toloi WHO ',Mite>. por., . Loop odheilee looroe .."."-----`;', .-'";:" Z 4 if iie 1.s.r4 41.44101,1 1 4 ice Ilf tiro ve•Itilorle 4... ,../ Erie Cool+ 1. • C01011014 Wit& 411. itor oceoieolto ADHESIVE PLACENIENT DETAIL 1 SINGLE PArry 7•;t1 E les :low. 10IrdAkth.e in ;,:inlj:j ..;iii i!, p), Ile l'i - loril Mot! voelo4 fk..n. P11 ce .1C1t11 11 ln% 1•0 1 ( ao,14..doe al co. N ille, tn.1A h. ,... I „.„..„.„"m „„...... „.„,„........„ '. .., . 1 ,....„ ,.. ,,,-.74..... .,.;•„.. \ IM poi., N A:i,.....‹.... ''.N Atm w mone "on' d - - • . - tl;n1 EftPorlIkwe mei 44 C. erof room 01, Mt Ricoh el 44c4 dm Ei•I cio44/11 I"-, , Teli-ol SO 'd t7et'88S,LSOC Oi t7LnC969SOC ACCEPTANCE N. : 01-0521.02 ool ri Vnet•lierece 1 Paemolleum 14) 1',1p bany M k614 04re 016 Moot:W F. E1, Nimo,0 i 1 1 C 0.0.41 IC Wll 71o23 �4p p11c0 nclIcotlool )4.111 '..Ovfi t ' 4- 1 2tiIoa RRC Prodt..h:L Control ENorninc.r ooS 02JaHdE . 8.d 9Q:91 COO:'. 170 dd)-_i PNiey(Stne.Vh Ti F+1,11 Mephats Ei clew. II Through oWetIc cement drTrI \ 1. 11;,1,0 Ua4 .71* r)LlruAm Po Iyfoan) Products, Inc. E4%f Runt 7 In, 6.1 Cla ADIIESiVE PLACEMENT DETAIL 2 SINGLE PATTy E C a n e 90 'd 178P88S,LSOC 01 t7,LOC969S0C 6 kin Iruccinn Cement AgIdy(Itniain ne) Undq0 \ ACCEPTANCE No. : 01-0.5 F r.;.t Com Frank Zolonva, Product Control Examiner ODItia2 ad 9S:S1 C007 TO ado Po lyrolin Products, Inc. — — Nall Through plIMIc cerncn( P.N.1.1i (boiNno( tile) / ts, 1 Oar Illo) / Single paady on lop of tile Course Single Nagy on lop of 010 1.0'd Pet7sesLsoc oi 1 ADIFESIVL VLACEMENT DETAIL 3 DOUBLE PATTY cetrle 1 in, X7 in. medium site NcIdy opv FJI Cfl [Our:a) only N Int up p l3:11.c UndtrwYalt \ \ single nn 61466 laynior,1 ACCEPTANCE No. : 014521.02 Nan ICL IiC ternrni under iile SLIgie paddy rween IIl In, Single p3day or vnderiaymeny- SInglo ondy under Ilia S.ni;lo paddy ( ille 2 In. t 7 in rneolion p)ddy Log/ / chi ..'`, C11 01.4c only C.) In, 11n, padA, Etvo -" In. t 7 In, medium size II7dOly tli Cavil° only FJS 1 7 rank, ZulOrig1, R RC Pruclitc.: Control rascit &M// \ Eve clanre CH; ettgr ODIJUdE ad 2._;;SIT C007 720 dd1 1<* GO BJt -id 10101 >I<* Polvfg;tm Products, Inc. ACCEPTANCE No. : 01-0521,02 Kcncwol of this Acccptlncc (approval) shall be ccln ;ids :d atter c, r::■rc•,yal application has beer GI::d :Ind the original submitted doeumr,us, incluc i,Iy ;eat- supporun darn. engiiieer.ii documents, arc 00 older than cigh: (h) year;, 2. Any and all approved procucts shall a pernt:uantly lab,:lec. wtlr the mamrl:.cturer's n:un., city, State, and thr roilot iq st : ;tcmcn': 'Miami-Dade County Product CJULMI Approval ". or as spccitically stated in the specific conditions of this Acceptance, 3 Rcne vans of Acceptance will not be co;•isidcrcd if: a. 'there has b..cn a change in the South Florida Oui1ding Code affectin ta evaluation of this product and the product is not in compliance with ih. cod, ch.nne,e:;. b 'l'hc prod.rct is Ito longer tiro same product (identical) as the one origin:111y approved. c. if the Accept anec holder has not complied all ;IIC r :quircmcnts or this acceptance, inclt ding the correct installation of the prcrd;ict. d. The cnyinecr who originally lrcparcd, sinned and sea ll;J the ' irurrd documentation initially submitted, is no lonscr practicing the engineering profession Any revision or change :n th manaerials, use, anxL'or m.inuiacturc or the product or process shall automatically be cause for termina,:non of taus Acceptance, unless prior w rittcn approval has been r quested (through tic filing of a revision application with appropriat,: fee) and granted by this deic 5. Any of the following shall also be grounds for removal of this AccLpt,nck_•. a. Unsatisfactory perforn+ancc of this product or process. b Misuse or this ,acceptance as an endorscnrent of an 1" proJucc. ror Sala Z;!•,'urtisinl; er any Othcr purposes ti The Notice of Acceptance number )rec.:dcd by chi Nvords 1a.)i:unt-Dade County, FlorHa, and 1 I:owcd by the cxp.ration date may be dtsplayvd itt adv rtistng literature. If any Fortiori of thr_. Notice or Acceptance r; displayed, t'ten it shall be den in its entirety. 7 A copy of this Acccpcance a5 ►yell as approved drawings zed other documents, \vherc it applies, shall be provided to the user by the manufacturer or its distributors auto slia II be available for inspection at the job sits at all time, Thy engin iced Hot reseal the copies. Failure to contpiv with any section of t,iis Acceptance shall be ca+.tsc or tcrmirotion and removal of Acceptance. This Notice of Acceptance consists of pages 1 through S. 80'd 178t7-88S1SO8 01 t-,' CC8585OC END Or THIS ACCEi'TAN'Cr ra,tk " /_ulo:.sa, RAC Product Control E r. rucr 0_tiCNdH dd 1S :91 COrO? 70 JdH M AMIDAs7E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Conunittee 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen 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 dsplayed 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 33. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of38 The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 2 of 38 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page3 of38 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: 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 fie Id. (Maximum Design Pressure —45 psf See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 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 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 12" 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 #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) 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) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" 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 #7) Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 32 of 38 Membrane: Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: Maximum Design Pressure: See Fastening above One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 38 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply anchor sheet. 2. Minimum 1/4" Dens Deck or '/ Type X gypsum wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 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 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 R.00f 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform 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.) END OF THIS ACCEPTANCE T"' 6 when used as a mechanically fastened base or board is acceptable to be installed directly over the NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 38 of 38 TGFU.R1306 - Roofing Systems Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA n1ine .Certifications : =D recto TGFU.R1306 Roofing Systems Questions? Roofing Systems ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Page 1 of 36 Previ of t Page " Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (ruin) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in hot asphalt. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. R1306 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply u" ) in the Class A, B or C roof systems indicated below. http://database.ul.com/cgi-bin/XYV/template/I 10/23/02 TGFU.R1306 - Roofing Systems Page 2 of 36 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in http: // database.ul.com /cgi- bin /XYV /template /I.1SENT /1 FR A MF /showpage.html ?name =TG... 10/23/02 TGFU.R1306 - Roofing Systems Page 7 of 36 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: — "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — " Weathercote Low VOC" or "Weathercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adh;;sives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Unless otherwise indicated, "EverGuard SR" membranes used in systems are mechanically fastened with large head metal or plastic fasteners spaced 18 in. OC and max 2 in. from membrane's edge. Adjacent sheets are lapped 4 in., covering fasteners. Laps are then heat sealed. The "EverGuard FB" membranes are hot mopped in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1/4 in. (min) G -P Gypsum Dens -Deck® are used directly,over the deck with all joints staggered 6 in. (min) from plywood joints. http: // database.ul.com /cgi- bin /XYV /template /IJSEXT/ 1 FR AMF /showpage.html ?name =TG... 10/23/02 ] FU.R1306 - Roofing Systems Page 9 of 36 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: — a)Polystyrene, 2 in. max, b)lsocyanurate, any thickness, laid loosely. Membrane: — "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: — River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. 7. Deck: C -15/32 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C -15/32 Base Sheet: fastened. Mem brane: Surfacing: — Incline: 1/2 One or more layers Atlas Roofing "FR50 ", mechanically fastened. — "EverGuard TP0 Plus" , 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Incline: 1/2 — Two or more layers Type G2, "GAFGLAS Basesheet #75", mechanically — "EverGuard TP0 Plus ", 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): — One or more layers Type G 1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 http://database.ul.com/cgi-bin/XYV/template/1.1SEXT/1FR .AME/showpage.html?name–TG... 10/23/02 TGFU.R1306 - Roofing Systems Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet (Optional): — One or more layers Type Gi, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1-1/2 in. min. Base Sheet: — One-or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. Base Sheet: — One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): — One or more layers Type G 1, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". 16. Deck: C -15/32 Incline: 1/2 Page 11 of 36 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G - 2 or G - 3 base sheet, hot mopped or mechanically http: / /database.ul.com /cgi- bin /XYV /template /i.1SFXT. /I FRAME /showpage.html ?name =TG... 10/23/02 SECTION 1524 HIGH \r1;LOCITy J:IITRRICANE ZONES REQUIRED OWNERS NOTLI''ICATION FO I: ROOFIN G CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the c'vmer with the required rooting permit, and to explain to the owner the content of this section.. The provisions of Chaptrl 15 of the Florida Budding Code, Building govern the Ininimurn requiter and standards of the. industry for roofing system installations. Additionally, the following items shouLl be :utdressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. l:enailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the cun provisions of Chapter 16 (High Velocity hurricane Zones) of the floricla Building Code. (The roof deck is usually concealed prior to removing the existing root 3. Common _hoofs: Common roofs are those which have no visible delineation between neighboring; units (i.e. townhouses, condominiums, etc.). In buildings with cone - non roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. `t. Exposed Ceilings: Exposed, open bears ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the tnchitectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. Ponding AW:Iter: The current roof systcm and /or deck of the building may not drain well and irity cause water to pond (accumulate) in low -lying arens of the root. Ponding can be an indication of structural distress and may require the review of :1 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. Paneling conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater ]low,: off so that the roof is tint overloaded from a build up of water. Perimeter /edge walls or other foot may block this discharge it overflow scuppers (wall outlets) are I101 provided. 11 may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the tenor of the structural assembly (the budding itself). The existini:t amount of attic ventilation shall not be reduced. 11 may be beneficial to consider additional venting which can result in extending the service life of the roof. / 03 C.W000..\IC- Itcmpk LOCALS- Iauup\SECllO\ O\% er's /Agents Signature Date /C tractor's Signature NOTICE. OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 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 descripUdn of property and street address: 2. Description of Improvement: 3. Owner(s) name and address: Interest In property: Name and address of fee simple tttleholder: G. Lender's name and address: Signature et owner Prim Owners Name / 1?13 Swofn to and subscribed before me thls .day of Notary Public Print Notary ,p ' ,� \ Ewes April Pd8 : i of F O Bonded 100 "lii t ft' Thra pl l .. .. Goading Co 114 il oc s 6(k-f leer — 4. Contractor's name and address: Ob wo L( A)Qo 5. Surety :(Payment bond required by owner from.contractor, if any) Name and address: Amount of bond $ 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 and address: di 8. In addttlon to himself, Owner designates the following person(s) to receive a copy of the Uenors Notice as provided In Section 7 13.13(1)(b), Florida Statutes. Name and address: 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) 1)e'__ 5 • reS J r" Prepared by: Z h & Z? Kd�l r= / �itvx COUNT'? OF { ppE t,a. >3 FLORIN', f ho c � , A!'•. n s copy ( Via. (Y that (hu -C on 1, tIClat SC:31• 011115 \ QqJ_ ‘ j': aru Eli"-' 0 Coun C E CO ‘j' D It anti f.TATE OF FLQf HEREgy CEKfI �., i '1 flit :3Y 111111111111111111111111111111111111111111111 C :0' H 2 70 026 7 '5 OR Bk 21671 N, 4445 +i (1uh) RECORDED 09/22/2003 12 :56 :1:13 HARVEY RLJVIN? CLERK. OF COURT i1IAMI -GAGE IOUI'4TYv FLORIDA LAST PAGE No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41 -45 71 -75 91 -95 6-10 Passed 26 -28 Passed 46 -53 76 -79 96 -103 11 -15 Passed 29 -35 54-60 80 -85 104 -132 16 -20 Passed 36-40 65 -70 86 -90 133 -200 Ling Building Solutions For The Construction Industry ineering , a ' nsulting, Inc. P O. Box 770694, Miami, FL 33177 Certificate No.02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 700 NE 96 ST. OWNER: Butler. CONTRACTOR: Obenour Roofing. ROOFING SQUARES: 7. 5 sq. TILE TYPE: Hanson. CONTACT PERSON.: Yusi (786) 486 -6468 Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: Voice: (786) 486 -6468 Test Tabulation FAILED El THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106. "ROOF SKETCH" 25 24 INSPECTION DATE: 11/30/03. PCA No: ROOF PITCH: 3/12. JOB NUMBER: PERMIT No: 2003 -1538. TEST DATE.: 12/04/03. Lab Report No. 03 12001. Required Testing Force: 35 Ibs www.FloridaTEC.net Fax: 305- 485 -3199 MIAMI SHORES VILLAGE BUILDING DEPIkR'JJ LENT 305- 795 -2204 Building Inspection Request Date ka I Time Type Insp'n � 1 l.t' cO Permit No. P &3 - 1 X 31 Name may, NE G /� �G.J 1 Address - 7W NE - 1 ST Company Phone # For Inspector: I D—I la Name & Date Approved ❑ Correction ❑ Re- Insp'n Fee ❑ IPGr C'1'i e 9,0d 11 " 11. 1, MIAMI SHORES/. LLAGE BUILDING DEPI1IENT '' 305- 795 -2204 V Building Inspection Request Date 11 Time Type Insp'n Permit No. —> Name Address -- )C. Q t 1 �L J 54 . Company - <_ C Phone # For Inspector: �� Name & Date Approved ❑ Correction ❑ Re- Insp'n Fee ❑ '� - The WO( r 4\0(16 1 0 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n nn e, \OU e Permit No. ) i I € v S( Name 1 13P a3 Address 100 �"E CI (05.f Company Jl,.-I l/ 7jl_ Phone # For Inspector: Name & Date Approved ) Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 'Building Inspection Request Date Type Insp'n T1t�, 1C'U Permit No. �' ►� Name 6P C i SU Address 100 W, 9 Co Company OSL 1 J 'U Js Phone # For Inspector: Approved Correction Re- Insp'n Fee ❑ Time Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 60 305- 795 -2204 a Bujlding Inspection Request Date) ( 12 — Time Type Insp'n T€ 00,5)(19 ( Permit No. 6e a s_ i 5 K . Name &0-1 J (Qx . Address 100 N gel s f Company (� V P Phone # For Inspector: Approved Correction Re- Insp'n Fee /1,/.7 /d4 .ic) a b-t. 7)76 /0;/5 Name & Date MIAMI SHORES VII LAGS 1 BUILDING DEPRTI�NT �� 305- 795 -2204 Building Inspection Request Date i 1 I I 2 Time Type Insp'n 1 I ' E � i '_.) (1 .- Permit No. 6 r 0 - c `. `'Th l Name 0'J(-• it( Y Address --- )CX J i' c ! (r Company C 1 C_ ; 1. Phone # For Inspector: 1 1 113 Approved Correction Re- Insp'n Fee Name & Date 0�i MIAMI SHORES VILLAGE BUILDING DEPARTMENT (40 305- 795 -2204 Building Inspection Request Date lv For Inspector: tell 03 Approved Correction Re- Insp'n Fee ❑ Time Type Insp' n � -af' Hof Map BP a6(53 15-3!C Permit N � o. r �- , / 'A� `' Name e;01 �`Y Address 1O L) F ` 7 SI Compan v Phone # Name & Date Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 3 305- 795 -2204 Building Inspection Request Date 14/'.1 Time "Tic) Cop r of Mop. Permit No. ' DP CX O3 - / S a Name C:0 Address 10 U OC• I Company OP-)f /126--* Phone # For Inspector: 1 Lj 1 0 ; Name & Date \_� Approved Correction Re- Insp'n Fee ❑ Date Legal Descriptlf ' / Tenant Owner's Address 700 NE 96 5I Contracting Co. vb 6NOc.f 62 QoOl r Qualifier J� OI�.NOt,,t4 State # a"' / (,-,, ature of wner k qhflj Notary its to Over and/or Condo President at My Commis :� T Ex es: SANDRA D. HART s C.COMMISSION 0 CC623733 s . .- • EXPIRES MAR 12. 200) �J ,� r` 1 BONDW THROUGH CO. IPQC. FEES: PERMIT- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address d/or Condo President Dat Lois &+/C k 760 NC RADON APPROVED: Zoning Building Mechanical Plumbing Tax Folio Historically Designated: Yes Municipal # Competency # 44-54 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL I l - N WORK DESCRIPTION l('n j 75 )b !s°� ') rn a' 0 �9 ®r / .� g 4- 30 f lyr 90 C a"e-CS- c&Le i .6.112s- Square Ft. ,0,5(3c d LI-sg S t la Estimated Cost (value) /1 4 /00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO' 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compli ce with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor do the work sta My Commiss Master Permit # - dab - (QD I U No Mi ei Phone ' '9.56 -5 4 7 Address 5 Agri/ , 2Y stM r Phone t 4P cflot .( - Notary as to Contractor or Owner - Builder OOFING e of Contractor or Owner- Builder es: SANDRA D. HART i , OPAPAISSION £3 CC623733 I EXPIRES MAR 12. 2001 BONDED THROUGH MANIC 0OND !G CO. INC. 4e. 75 -�-� /� I Ma• 11' iLI AVING FENCE SIGN Date q / / 7/ 9'7 fill( Date Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. j TAX FOLIO NO. 1 )'s 3D (°G - (( -I-,2 - 1 / L STATE OF F DRIDA: COUNTY OF DADE: 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 description of property and street address: 3. Owner(s) name and address: Interest in property: 6. Lender's name and address: by Section 713.13(1)(a)7., Florida Statutes, Name and address: L i 5 6LOf /e,2 7o0 NE 9e OW11 P ,r?.. A ner Print Ow ers Name Sworn to and subscribed before me this Notary Public � ty �u.7 "r'of My Commission Expires: T PU Print Notary's Name S#MDIA- 700 NE B lo ch mr am/ res, P� 2. Description of improvement: j. — rn,)Q.l f ied y -I- le ,T-Pc Name and address of fee simple titleholder: --..ti nor,.. y...+r✓`� %d �go`c�GrT��'ii� -5; ..--� -,"\, . , 4. Contractor's name and address: Obe/y')LL KLZ� - i/✓� } iCORIDA, COUNTY OF DADE" 1 HERE0Y CERPIFY that this is o tru co V j � , 0 y)o 5. Surety:(Payment bond required by owner from contractor, if an 1 I io this o+rice on "enr or A Name and address: Y W11141'4$ T r 4 . tr j. Amount of bond $ R A V E RUV'1 C 9Rt1. -o: . c e EXPIRES MAR 12, 2001 BONDED THROUGH MANIC BONING CO., INC. ,7 33 97R427295 1997 SEP 19 11:24 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: .I X10 r H- 3,3o21 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided 9. Expiration date of this Notice of Commence )I ent: the expiration date is 1 year from the date of recording unless a different date is specified) Iv f Prepared by caftifta I441 Address: 4{nOQ All AD1cAN tSf , 230' 52 2 °' 5103 APPENDIX E SOUTH FLORIDA BUILDING CODE (REVISED 19941 Contractor's Name: 1J Q'/ Job Address: ROOF CATEGORY Low Slope Application) ❑ (Nail -On Til IQ(Mortar-Set Tile) 0 (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof l te roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) A /0 6 Q Sloped Roof Area (ft') D 0 Total (ft) 23 d Master Pe Exposure category (per ASCE 7.88):_ Building Classification category (per ASCE 7 -88 table 1): Ft. Ft. Deck type: to Fastener Type: •Includes Mortar and Adhesive Set Tile ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) li 4'F e ,c/do r zG 94• �r3a g '��6ivro /d 6.¢F PLY G. /vap7 G 4F y/-7f T /Nt.0 /f f4 ATTACHMENT SPACING Field: Z P erimeter: ? I Corner: 1 A 1✓ 4 2 P o S 4 TAIL1& 4 t 1-; n J ROOF PLAN Supplement No. 3 5101 -7 lion? MEANHECHr Supplement No. 3 Deck type: SLOPED SYSTEM DESCRIPTION .06d � Underlayment: .3) 4. r Insulation: �t- ROOr D E T A I L 3 (PmaxI :: b • J • x X (Aerodynamic Multiplier): .2- � ) - (Pmax2: 103.1 X X (Aerodynamic Multiplier): • ) - (Pmax3: 143• / x X , / (Aerodynamic Multiplier): I ) - N /4 Fastener type & spacing: Cap Sheet: Roof Covering: TILE CALCULATIONS M rt : 'Z.� PCA: Q M 1. M PCA: ct 0 =M 9. PCA: 5101 -8 SOUTH FLORIDA BUILDING CODE (REVISED 1994) gu iic I 1 /f a 4-4-p 90 As gouty ovs4t0/ rip edge: :2 6 a Sa ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals " /56✓R9 ✓da Gam, lole-e) METIIO DADE Monicr Roof Tilc 1900 Northwest 21st Avenue Fort Lauderdale, FL 33111 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER BTREET MIAMI, FLORIDA 33130 -1587 (306) 376.2001 rRO1 ?ACT CONTROL NOTICE OF ACCEPTANCE, FAX (305) 376 -2906 Your application for Product Approval of Monier Roof Tile Mortar or Adhesive Set Concrete "Bermuda Flat" Roofing Tllc under Chapter 8 of tic Mclropolitan Dadc County Code governing the use of Alternate Materials and Types of Construction, and completely dcscribcd in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc. and I'rofcssiunnl Scrvicc Industries, Inc. has been recommended for acceptance by the Building Codc Compliance Department to bc used in Dadc County, Florida undcr the specific and standard conditions set forth herein. The approval shall bc valid for a period of three years. The Building Codc Compliancc Department reserves 1.hc right to sccurc a product or material at any time for n jobsitc or manufacturer plant for quality control testing. If product or matcrial fail to perform in the approved manner, the Codc Compliancc Dcparlmcnt may revoke, modify or suspend the use of suck produce or matcrial immediately. '111c Building Codc Compliancc Dcparlmcnt reserves the right to require testing of this product or matcrial should any mncndntcnts to the South Florida Building Codc bc enacted affecting this product or matcrial. The expense of such testing will bc incurred by the Manufacturer. APPROVED: PRODUCT NO. : 1221.0$ ACCEPTANCE NO.: 94- Raul Rodriguez Product Control Division EXPIRES: DEC 2 7 1997 Supervisor - PLEASE NOTE - TIIIS IS TIIE COVERSIIEET. SEE ADDITIONAL RACES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE lltis application for Product Approval has been reviewed by tltc Metropolitan Dadc County Building Codc Compliancc Department and approved by the Building Codc Committee to bc used in Dadc County, Florida undcr the conditions set forth abovc. 2 1994 DE Chatty Danger, P.E., Direct Building Codc Compliancc Department Metropolitan Dade County Applicant: Mtoniv 400f Tile 1900 Northwest 21st Avenue Fort Lauderdale, FL 331 1 1 Prepared Roofing Sub-Category: Tile Mortar Set/Adhesive Set Sub -Type: Concrete PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Monier Roof Tile is a member of the Rcdland Group, a world widc producer of primary building products and roof tile. Monier manufacturers concrete roof tile for nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Monier's "Bermuda Flat" tilt profile. Refer to appropriate Product CotUi pprtwals for other tilt profiles. Monier sells tile systems through local distribution and directly to consumers. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as underlayment, ventilation systems and flashing systems are also available. These accessories arc manufactured for all profiles and form a part of this Product Control Approval. Monier's "Bermuda Flat" roof tile has been tested in compliance with the South Florida Building Codc requirements for concrete, mortar or adhesive set tilt applications. The minimum roof slope for hlonicr's "Bermuda Flat" mortar or adhesive set tiles shall be 2 ":12 ". Sec the "Profile Drawing" section in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 3 of this approval. Contact: Reese H. Moody Technical Service Accessories Manager 1900 NW. 21st Avenue Ft. Lauderdale, FL 3)3 I I (800)432 -2715 Product Control No.: 94- 1221.08 Approval Date: (E 2 7 1994 Expiration Date: TE 2 7 1997 Raul Rodriguez 0 • • Trim Picccs TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 44- 1221.08 Test Product Product Ming Itia111 $pccIGcations J)cscriptinn Bermuda Flat Flat I - 15" PA 112 Flat, interlocking, cxtrudcd concrctc Tile w - 10'4" roof tile cquippcd with two nails holcs. 1'/." thick For mortar sct or adhcsivc sct applications. 1- varies w is varies varying thickness PA 112 Acccssory trim, concrctc roof pieces for use of hips, rakes, ridges and vallcy terminations. Manufactured for each tilc profile. Raul Rodriguez !'roduc( 1130 Felt 1143 Coated Base Sheet Mineral Surface Cap Sheet Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTIIERS Dimensions N/A N/A N/A Lenzingtcx -Z13 140 59" x 164' roll Undcrlaymcnt 22 Ibs/roll 30 "x75'roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Tcst Specifications ASTM D 226 typc II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 Raul Rodriguc7. Product Control No.: 94 -1221 08 Product Dcscription Saturated organic felt to be used as a nailed anchor shcct. Saturatcd and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a doublc ply undcrlaymcnt system. Single ply, nail -on undcrlaymcnt. Singlc ply, nail -on undcrlayntent with 2" sclf - adhering top cdgc. Sclf- adhcring undcrlaymcnt for use as a top ply in a two ply underlayment system with approved 1130 or 1143 as the base laycr. Asphalt for bonding a mineral surface cap to a mech. attached bast sheet in a double ply undcrlaymcnt system. Cut back, asphalt based, asbestos fret, fibsr reinforced, trowcI grade cement for repair and flashing applications. Mnnufac1urct generic gcncric generic Lcnzing Performance, Inc. PCA 1194- 0527.05 Protect -O -Wrap, Inc. PCA 1194- 0714.01 W.R. Grace Co. PCA 1192 - I 1 16.01 gcncric gcncric Test Product product Dimensions Specifications Description Mnnufacturer Drip Edge min. 26 ga. PA I 1 I Galvanized steel drip generic min. 2" face flangc edge min. 2" deck flangc R "iI Rodriguez Product Control No.: 94 -1771 48 • TEST REPORTS Product l.ontrol NO.: Y4 - Iccw un IsILAU281 Test Identifier Tcst Name/Rcport RSls The Center for Applicd 94 -084 Static Uplitl Tcsting May 1994 Engineering, Inc. PA 101 (Mortar Sct) The Center for Applicd 94 -060A Static Uplift Tcsting March, 1994 Enigneering, Inc. PA 101 (Adhcsivc Sct) Rcdland Technologic P0631 -01 Wind Tunncl Tcsting July 1994 PA 108 (Mortar Sct) Profcsional Scrvicc 224 -47099 Physical Properties Scpt, 1994 Industries, Inc. PA 112 Raul Rodriguez Dcck Type: Wood, Non - insulated Dcck Description: New construction " /„" or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Roofing Tilc: SYSTEMS Raul Rodriguez Product Control No.: 94 -1221 O Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Undcrlaymcnt: Install choice of approved underlayment system, noted on Page I of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. Scc System Limitation 06. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall bc applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 3, attached. Comments: I. For re-roof applications, " / „” plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall bc nailed with not less than one nail per tile. As an alternate, the first three courscs of tilt shall be applied in mortar over a single layer of minimum 12 ga. wirc mesh with square openings of not less than' /," which is mechanically attached to the deck with not less than one roofing nail every I ft'. For roof pitches from 6 " :12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. • • • SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Monier "Bermuda Flat" mortar sct or adhesive sct tilt applications is 2" rise in 12" run (2 ":12 "). Thc maximum roof pitch for mortar set or adhesive sct tilc applications is 7" rise in 12" run (7 ":12 ") 2. Monicr's "Bennuda Flat" life profile has not bccn tested for nail -on applications, therefore, Systcm A (Countcr- Battcn Nail -On Application), Systcm 13 (Direct Dcck Nail -On Application) and Systcm C (Florizontal 13attcn Nail -On Application) do not form part of this approval. 3. System installation shall be in compliance with thc system specifications outlined in this Product Control Approval. Mortar sct or adhesive set tilc shall be attached using an approvcd mortar or tilt adhesive notcd in this approval, the data of wlticli is notcd in Tablc 3 of this Approval. The method of attachment utilizcd shall provide sufficient attachment resistance expressed as a moment to meet or exceed thc required moment of resistance determined in compliancc with Dadc County Protocol PA 115 or PA 127. 4. For mortar set applications, the first three courscs of tilc shall be nailcd with not Icss than ontc nail per tilc. As an altcmate, the first three courscs of tilc shall bc applied in mortar or adhcsivc ovcr a single laycr of minimum 12 ga. wire mesh with squarc openings of not Icss than ' /," which is mechanically attached to the deck with not less than onc roofing nail every I ft'. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the cightli course, shall be nailcd with not less than onc nail per tilc. 5. For mortar set or adhesive set tilt applications, n field static uplift test by a Dadc County accredited tcsting agency, in compliancc with Dadc County Protocol I'A 106, shall bc required not Icss than 30 days after application to confirm tilc adhesion. Thc results of this tcsting shall bc reported to the Building Official and the installcr stating that the application has passcd or failcd PA 106 tcsting. If thc application fails PA 106 tcsting, the report shall statc which portion of the test was failcd; Catcgory I (examination for loosc tile) or Category 2 (uplift tcsting of tilt). Subsequent to tcsting, tlic installcr may repair not more than 5% of field area tilcs and 10% of perimeter arca (i.c. ridgcfrake) the with approved tilc adhesive. Thc installer shall placc an idcntifnablc marking on cach repaired tile for future reference. Any PA 106 rc -test shall not include any markcd tilc. 6. For mortar or adhesive sct tilc applications, 30/90 hot mopped undcrlaymcnt applications may bc installed perpendicular to thc roof pitch prior to Junc I, 1995 unless stated otherwise by the matcrial manufacturer. Thereafter, 30/90 underlaymcnt systcms shall bc installed parallcl to the roof pitch in compliancc with Appendix 'A' of Dadc County Protocol PA 120. 7. All tiles shall bcar the imprint or identifiable marking of the manufacturer's narttc or logo for identification in thc field. 8. Thc Monicr "Bermuda Flat" tilt profilc has bccn tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall bc done as a 'Momcnt Bascd Systcm' Raul Rodriguez Product Control No.: 94 -1721 Olt SYSTEM LIMITATIONS (CONTINUED) 9. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Monicr Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component uscd in the proposcd tilc application. Reference shall bc made to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dadc County certified testing laboratory to maintain quality control in compliance with the South Florida Building Codc and rclatcd protocols. Samples taken shall bc in compliance with Dade County Protocol PA 112, Appcndix 'A'. 11. Any amendments to these provisions shall bc in compliance with Sections 203 and 204 of t South Florida Building Bode. Raul Rodrigucz Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Monier Bermuda Flat Flat Tile Mortar Set 39.00 Adhesive Set 118.90 Table 2: Restoring Moments due to Gravity - M. (ft - Ibf) from PA 101 Testing Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Mission Barrel Tile 5.20 5.12 5.01 4.89 N/A DATA FOR ATTACIIMENT CALCULATLONS Raul Rodrigucz Product Control No.: 9q- I221.08 Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing Tile Profile X (ft') Batten Application X (ft') Direct Deck Application Bermuda Flat Flat Tile N/A 0.24 DATA FOR ATTACIIMENT CALCULATLONS Raul Rodrigucz Product Control No.: 9q- I221.08 PROFILE DRAWING BERMUDA FLAT FLAT TILE l Raul Rodrigucz Product Control No.: 94-1221 08 ILA MONIER ROOF TILE 11A.I1QC1 - -_— 10_ 1/1 - si,tiat-_ILc 1_41 ji IVILJIVitt< itvvr i FLAT BERMUDA SHINGLE TILE installation Specifications ;licit spccificat ions arc Jesigncd as a managcable eutJc w tic uscd by roofing coniraclors. installcrs :nJ coJc officials. Architcctural format .I.cctfica arc availabIc upon rcqucst for tlsc ■cqutrcntcnts of spccifsc projccts. ircquircmcnts of building coJc(s) applicablc to the :rc of installation may tif(cr from the information c rc in and should takc prcccdcncc ovcrthcsc .per (ications. "rcasc contact Monicrs CustomcrService )c fs.s nmcnt for the Installation Guide showing cuntntc drawings and dctail for Iilc anti .I. application :AT ER flat Dc rmuJa Shinglc - Portland ccmcnt cotor•ilirough concrctc tilt manu(acturcd by MOntcr Roof Tlic. '; tic rut • I hp, ridgc, half and full stances and nc n. acc finish • Smooth or broomsvcpt. Approantatc wcicht - 7.0 lbs. cach. 840 Ibs. per squa (2' hcadlap) - not including mortarwlscn nstaIIW. ( Ic mcct or cscccd all watcrproo(rcquircmcnts for atssorpt and peroscabilily as wcll as brcak a icngth and (rccu thaw rcquircmcnts. Undcrlaylncnts Now Minimum undcrlaymcnt rccommendations arc Iistcd tsctow. Oscck with local codes for local rcquircmcn T■.n.It1J system. )r - nail: Type 11 Commonly callcd (No. 30) or (30 /) asphalt fell, and 74/ mincral surfacc roll roofing kit commonlycallcJ 901. , Ylcmbrnncs :)manic . Asphalt imprccnatcd cotton mcnsbranc, -,„n. 3' widc. Conforming to ASTM 0.173. nomanic • Asphalt imprcGnatcJ ftbcrglass acmbnnc, min. 3' wick. Conforming to ASTM r l U.M. 0 cs, tilc rutures, hurricanc clips and hip attcn••corrusson resistant asin, hot dipped siva or approval cquaL or stan4arJ roof deck (fclt and (lashings)- -asin. calvanacd roofing nails. 1. 2. Mctal Fiasltiugs Min. 26 gauge galvanizcd G -90 coated, corrosion resistant con(onning to ASTM r \.525 and A.90 or approvcd cquaL Mortar, Coloring Compound For the purposc of bcdding fscld Iilc lsip ridgc, rakc and for pointing vallcy a rras, wall bascc and roof protrusions. A. Components. 1. Dlcndcd high strcngth masonry ccntcnt•lypc M conforming to ASTM C -91. 2. Portland ccmcnl -Typc 1, conforming to ASTM C -L50. 3. Masonry ccmcnl - Type M, conforming to AVM C -91: 4. Sand • uniformly gradcd, cican and frcc from organic nsatcrials, conforming to ASTM C -144. U. Mixes - Typo %V mortar, conforming to ASTM C-270(2-1/-1 to 1 sand/ccmcnt ratio). 1. D1cnd high strcnglh masonry ccmcnt with sand until dcsircd mix ratio is achicvcd. - OR - 2. Dlcnd cqual portions of Portland and masonry ccmcnts, with sand until diner; mix ratio is achicvcJ. C. InIcgral colorfast synthctic oxiJcs to match tilc color. Eavc Clo5urc NOTE Prc- manufaclurcd thickbutt tilt is most commonly uscd u an cavc closurc with flat Dcrmuda Shinglc Iilc. 1. Thickbutl tile - Manu(aciurcd tilt with 1 -1/2' lhickncrs w the cavc cdgc of the tilt. 2. Prcfabricated WPM synlhclic nibbcr con- forming to ASTM C -1056. 3. Mcla1- Min. 26 gaugc galvanizcd G.90 coatcd, corrosion resistant conforming to ASTM A -32.5 and A -90 or approvcd cquaL 4. Mortar for use with mincral surfacc roll roofing felt only (color optional). Adlicsivc/Scalan VCoaliug Asphalt plastic roof ccmcnt - nonruntsing, ltcavy body matcrial compost; of asphalt and othcr mincral Ingrcdicnts conforming to ASTM C.2822, Type 11. Cold process liquid roof coating conforming to ASTM D-3019, Typc 11. 3. Structural bonding adhesivc conforming to ASTM C -SS7 c D- 3498. 4. 1lot stccp asphalt confomsing 10 A:; (M D•312. S. Acrylic scalcr for pointing csposc; mortar (optional). Lu tai UCf 1. Shcathing • matcnal to conform tu AI'A min. standards for min. 1/2' plywood. Z Wood nailcrs - pressurc trcatcd in acconJancc with local cock rcquircnscnts. 1'cl1. Systt 3 - -ply sc:tic1J system (commonly calicd 30/90). I. Covcr roof Jcck with min. typo 30 uturatcd roofing fclt. Sccurc using sin•tary or cap nails max. 12' O.C. in tick; and along ItcaJlaps (local codes prcv 2. Lap cach coursc min. 2' and cnJ joints 4'. Up hip and ridgc min. 6' anti wcavc fcli through vallcy arras. 3. Nail or staplc drip cigc inctal Jircctly on lop of Iypc 30 fclt. Pubis max. 6' O.C. within I/2• of insidc cdgc. Continuc up gablc cuss lapping joints min. 3'. 4. Install standard roll flashing min. I6' with ;own ccntcr of vallcy arcas. Nail within I' of nictal cdgcs max. 6' O.C. Lap joints nun. 6' and earn; bcyonl fascia as rcquircd. 5 Instill 'L' typc mctal atilt to bast of walls and roof dcck ovcr typc 30 (cll. Nail 6' O.C. lapping joints min. 4' and apply plastic roo( ccmcnt between bps. Seal along top cccc of vcnical flangc, covcring -all nail pcnctralions with plastic roof ccmcnt and mcmbranc. (flashing at apron of wall/chinsncy may be installcd a(tcr typc 74 mincral surfacc fclI (90 Ib. kit)). 6. Apply plastic roof ccmcnl around bast of lopes, turbines, vents, csc. poor to nailing and scaling unit buc flashing to routing (di. 7. Covcr typc 30 fclt and mc tal (lashings with nun. lypc 74 mincral surfacc roll roofing fclt (commonly caltcd 90 Ib. (cll) in hot asphalt or approvcd cqual so that no fclt touches (cll. Uacknail using tin -tags or cap nails mu. 12' O.C 8. Lap cach coursc min. 2'. Lap cnd joints and hip and ridgc min. 6'. Wcavc fclt through vallcy arca TILE APPLICATION Mnrinc,1 fjn11nlUnLl.n1L (rcconsmcndcd for min. codc rcquircJ roof pitch and krcatcr) 11 is not rccommcndct in arcas sublcct to frcczc/Ihaw, 1. Roof shall be cican, smooth and dry. 2. Avoid stacking tiles on roof which could cndangc stability of struclurc; distribute stacks unifornsly. 3. Layout roof using horizontal chalk lints parallcl to can Zinc to guidc tilt installation. Mark at 14' incrcmcnts maintaining a tilt hcadlal of 2'. Uaposcd Icnglhs of installcd Iilcs should no cxcccd I/4' bcyond avcragc. 4. Install thickbutt tilt along cavc linc ovcrltanginc roof cdgc using guiding lip providcd. Starting at lowcr Icft corncr (facing down roof) sct lilts m m. 10' Icnglh mason trowcl full of typc 'M' nson placcd vcnically undcr right sidc of tilt (with pots Of Irowcl facing up roof • rccommcnicJ not mandatory). Position mortar (r0111 head of tdc tit prcvious coursc lowanis head of lilt being set to (acilitaic proper bedding. Scl file in s1cppc4 course or vcrtital fashion maintaining consistent headtap. Cut/brcak lilt to form straight cdgc at center o( hip/riJgc or to mcct wood sailers Saw cut the at finishing fable to avoid application of mortar to csposcU roof areas. Use half and full startcr with finishing tilts as necdcd. 5. Nailing rcquircmcnu in addition to mortar (local colts prevail) - a) For roof pitchc. 4:12 up to but not Including 6:12 and cicvatiorts up to SS ft. fastca cach tilt in cave course with one 8d min. I IDG nail. Scal nail penetrations with plastic roof cc mcnt. b) For pitches 6:12 through 7:12 and clevations up toSS ft. fallen cach tilc in cave coursc and cvcry thlnJ tilt in cvcry fifth course with onc 8d min. UDC aaiL c) For pitches pcaler than 7 :12 and elevations up to SS Ft. fastcn cvcry tilt with one 84.1 min. I IDG nail. d) For all Wool pitches at cicvations grcalcr than 55 ft. faslcn cvcry tilt with two 8d min. UDC nails. G. Vallcys • Scicct closed or opcn vallcy. 3. Closed vallcy • Mitcr tilt to ntcct at ccntcr of valley. Open valleys • 1) Chalk parallel lino min. 2' on both silts of valley ccntcr. Plate mortar beds along outside cdgc of lino and miter tale to form straight bonie along liner. Point voids to flush finlsh. — OR — 1) Mare min. onc 2A4 board on edge down valley cc ilk r and apply continuous bcd of mortar along cdgc of board. CuVbrcak and sct tilc min. 1' to max. 4' from baud. ilnc of mortar to be consistcnl throughout vallcy. Smooth and forth mortar to match tilt contours. 2) Separate board aftcr initial sct by sliding trowcl along both cJgcs. I(cmovc board and point to finish (Ughtlyswccp with brush or broom to match broortuwcpt finish talc). 7. 1 lip and RiJgc Nailers - Secure with corrosion resistant nails on stccp roof pitches of sufficient Icngth to pcnctratc dccking min. 3/4% Install cach t ilt using onc 8d min. JIDG sail drivcn into nailcr in addition to mortar. 8. Flip and Ridgc Ttic - Sct over ftcld tilt in con- tinuous cdgc bcdding of mortar lapping cacti tilt min. I'. Point and finish to match file surface. 9. Wall Abutments - Cut/brcak tilt l0 fit adjaccnt to wall base. Place mortar along base of wall to fill small voids between file and wail and to provide consistcnt lint along wra1L Point to match tilt contour. 10. Roof Protrusions • Cut tilt to accommodatc all roof pcnclntions and (il all voids with mortar. Point to match tilt surface. I I. Acrylic Scalcr (optional) - Apply to cxposcd mortar as requircd. l2 Tilc Rcplaccmcni: a) Full rcmoval - break out damagcd tilt and cxisting mortar. Rcpair undcrlaymcnt if nccessary. Set rcplaccmcnt file in new mortar bcd. Prohibit any roof traffic for rola. 77 hours. b) Talc rcmoval only (small arcas only) — break out damagcd roof tile and brush cican cxisting mortar bcd. Apply min. onc sq. inch of approvcd adhesivc onto raining bcd. Imntcdiatcly sct rcplaccmcnt tile in peace. c) Individual loose tile - cicvalc boost tilc and apply min. 3/8' wiic bcad of approved adbcsive oa hod of file in coursc below, lmmediatcly sct boost tile down into adhcslvc. 13. Roof Trafficking - Wbcn absolutely scccssary to traverse roof aftcr scuing time, vralk on the tile headlap (overlap) in a horizontal or diagonal fashion. Refrain from vcrtical movcmcnt whcrc possible. 0 1992 Moitrci Roof Tile, N1753 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 ME 1 flO 'OLITAN DADE GOUN FY, FL)fUDA MET11O-DADE FLAGLEFH UUILUING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO.DADE FLADLER BUILDING 140 WEST FLAOLEn STREET MIAMI, FLORIDA 33130.1503 (306) 376.2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 376.2000 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. ar.d Dynatcch Engineering, inc. r.s peen recommended rot acceptance by the building . e , Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or rriaterial at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building, Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 95- 0330,06 uI Rodrig ez Product Control Division EXPIRES: NOV 1 0 1997 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Cou lorida under the conditions set forth above. APPROVED: MAY 0 4 1995 arles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Membrane Roofing System Sub - Category: Built -up Roofing Type Modified Bitumen Sub -Type: SBS, APP SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL, System Description Product Control No.: 95- 0330.06 Approval Date: MAY 0 4 1995 Expiration Date: NOV 1 0 1C1 97 GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTIv T 5147 test requirements. Insulation Typs: Fibrous glass Pcrlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. Maximum Fire Classification 3 Raul Rodriguez Product Control No. 95- 0330.06 Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR T RAI)E NAMES OF PRODUCT'S MANUFACTURED OR LABELED BY APPLICANT Dimensions 1 sq. roll 87 lbs. '/A sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test Specification ASTM D 5147 Product Control No 95- 0330.1)6 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min ,al gr,nu 4 Raul Rodriguez Product GAFGLAS® Stratavent (Vent I'Iy) for Nailable Decks. GAFGLAS PIy 6® GAFGLAS PIy 4 GAFGLAS #75® GAFGLAS® Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions 3'x36" 69 Ib. roll GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated 3' x 180' 45 Ib. roll 3' x 180' 40 Ib. roll 3' x 108' 75 Ib. roll 3' x 36' 76 Ib. roll 5, 55 gallons ASTM D 41 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons 1, 5 gallons Product Control No.: 95- 0330.06 Test Product Specification Description ASTM D '1897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 Raul Rodriguez Product Dimensions Specification Description Manufacturer Dekfast Fasteners PA 114 #14 Dekfast Hex Plate 2 7/8" x PA 114 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners X12 ISO 95+ GW ISO 95+ GL ISO 95+ Composite ISO 95+ Asphalt various various High Density Wood various Fiberboard Perlite Insulation various 'lest Product Product Control No 95- 113311.111) Insulation fastener for steel Construction and concrete decks Fasteners, Inc. Galvalume hex stress plate. Construction Fasteners. Inc. Polypropylene locking Construction plate. Fasteners, Inc. PA 114 Insulation fasteners for Construction concrete decks Fasteners, Inc. PA 114 Insulation fastener for steel Construction and wood decks. Fasteners, Inc. TPR PA 114 Aluminum fastener for Creative lightweight, gypsum and Construction tectum decks Components PA 110 Polyisocyanurate foam Firestone insulation PA 110 Polyisocyanurate foam Firestone insulation PA 110 Polyisocyanurate / perlite Firestone ridged insulation PA 110 Polyisocyanurate foam Firestone insulation ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive PA 110 PA 110 8 Wood fiber insulation generic board Perlite insulation board generic Raul Rodriguez 7 Product Red Rosin various Roofing Nails Tin Caps Type X Gypsum various Stu rd i-Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Test Product Dimensions Specification Description Minimum # PA 114 12 Min. 32 ga. x 1 5 /8 " various PA 110 PA 121 PA 121 PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks PA 114 3" square 3" round PA 114 Barrier Board Plus various PA 110 Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard Aluminum roof coating Asphalt emulsion Insulation fastener 9 Raul Rodriguez Product Control No.: 95- 0330.06 Manufacturer generic Georgia- Pacific Grundy Industries Grundy Industries ITW Buildex PA 114 3" square galvalume AZ55 ITW Buildex stress plate Polyolefin plastic plate ITW Buildex ASTM D 2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation Membrane Typc: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / „” or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: -60 psf. Product Control No.: 95- 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or [V asphalt at an application rate of 25 lb./sq. ± 15 %. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1 -1 -MG, N -1 -1 -MGFR, N- 1- 1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1 -1 -MGP 41 Raul Rodriguez Wood Deck System Limitations: Product Control No 95- 0330.06 A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre-assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. 42 Raul Rodriguez 168 General Limitations: I. All asphalt shall comply with ASTM D 312 type I11 or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /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 may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot 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 ion of placed every 12' in each ribbon to allow aterofsl2elbs. /sqn Asphamaxlt tdesign either system shall be at a minim pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. de 6. All work shall be performed by aContractor hedeta is and specifics on g work in published a by County. Contractor shall be familiar manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved eused priorreo the application n ot the with - proprietary or approved adhesives may insulation layer. 10. Perimeter and corner areas shall have e fastener density PA 1 l orof the insulation and base sheet in complian ce with Dad South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South Florida B uil g 1• de. Raul Rodriguez Product Control No.: 95- 0330.06 12. ['lashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and tlash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. 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 at an application rate of 25 lbs/sq. t 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. - 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of ng4 mo tha 90 I,b j , i ✓ 169 Raul Rodriguez Product Control No • ')5- 03311.116 Prod.Jct Control No.: 95- 0330.06 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic ` Force (F') of 300 Ibf. as tested in compliance with PA 105. If F' as field tested, is below 300 Ibf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez 1.75 1 at 1 1 -1/4 gal /sq gal /sq at 1.2 'sq (12 i at 50 applied (16 dry d at 50 Series, . /sq (12 at 50 • Series, ry mils). ed at 50 d at 1.2 lied at 1 s). ed at 1.2 iry mils). 'Polyfoam is colors), ied 1 -1/4 applied at mils). "Polyfoam 1 gal /sq/ Y", applied ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Foami "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq/application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or 'Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal/sq /application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or 'Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: 'GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat: 'Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal/al (14 dry mils). R1306 (N) GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific °Dens - Deck®" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for G3 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. ,• Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ 2. 3. 4. 5. 6. 7. 8. LOOK FOR MARK ON PRODUCT ROOFING SYSTEMS (TGFU)— Continued urethane composite, wood fiber /isocyanurate composite, phenolic, ant thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite, urethane composite, wood fiber /isocyanurate composite, phenolic, and thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS P11 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite, urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in max. Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fibe mat system. Deck: C - 15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may bi nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS P1' 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet" Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Pl' 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet" Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane perlite /isocyanurate composite, perlite /urethane composite, phenolic 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule) "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Deck: C - 15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite, urethane composite, wood fiber /isocyanurate composite, phenolic, an. thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule) "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLA' Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped 2. Deck: C - 15/32 Incline: 3 - 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. Base Sheet: Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule) "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite ROOF COVERING MATERIALS (TEVT) 135 Ply 6 ". • 136 ROOF COVERING MATERIALS (TEVT) ROQFING SYSTEMS (TGFU) - Continued urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. Incline: 1 2. Deck: NC Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, p any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Gass A asphalt glass fiber mat system. Incline: 2 4. Deck: NC Insulation (Optional)): Isocyanurate, perlite, isocyanurate /composite wood fiber and glass fiber, a y o thickness, kGe5s, mechanically ff or hot Base Sheet: One ply Type mopped. Ply Sheet: One or more plies Type G1 or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. Class B 1. Deleted. Incline: 2 2. Deck: C -15/32 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, urethane isocyanurate, mposite, wood fiberr /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq. Incline: 2 3. Deck: NC Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C 1. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal/sq. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, p any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) - Continued Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncom- bustible Classifications not exceeding 1/2 in. Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. Class A--Ballasted 1. Deck: NC Incline: 2 Insulation: One or two layers "Isotherm R ", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing: River Bottom Stone, 3/4 to 1 -1/2 in. diam. , 1000 lbs /sq. Class A -Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal/sq. .ine: 1/4 3. Deck: NC Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or " Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal/sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, e perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type GI. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. Incline: 1/2 6. Deck: C -15/32 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. Incline: 1/2 7. Deck: C -15/32 Insr, fibe uret Bas Ply Men "Rut "Rut Surf 8. Deck: Insr isoc com Bas Men "Rut "Rut Surf 9. Deck: Insr min uret Bas hot Ply in p Men Suri GAF 10. Deck: Insr min uret Bas hot Ply Ply Mer Surf GAF 11. Deck Insr any offs Bas hot Ply "Ply Mer Sur GAF 12. Deck: Insr hot Bas hot Ply mot Mer Sur GAF 13. Deck: Insr fibe Joir Bas hot Ply "Ply Mer Sur or 14. Deck: Insr fibe Joir Bas mot Ply hot Mei Sur ,t 1-1/2 ?r, glass perlite/ )lic, any GAFGLAS iy of the Systems following noncom - ,ed in any following ose laid or system. .0 lbs /sq. fiber, glass te, perlite/ lenolic, any G3. or granule), granule) or 1 coat of hot or G3. or granule), r granule) or i fiber, glass 2 or G3. 1 or granule), or "Ruberoid 'ate, urethane, ,ite, phenolic, )• th or granule), or granule) or G2 or G3. )th or granule), al /sq or Grundy 3/4 in. min, )erlite /urethane G2 or G3. oth or granule), h or granule) or ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more "layer perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isotyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Shee hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isotyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). . Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isotyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isotyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or ROOF COVERING MATERIALS (TEVT) 137 ROOFING SYSTEMS (TGFU)— Continued GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite, isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot moppec or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite, isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet. hoi mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped it place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR' (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot moppet or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, rsocyanurate urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more Layers of Type G -2 or G -3 bas sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped ii place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule).. /19.) Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fibe isocyanurate, urethane, perlite /isocyanurate composite or phenolic, an thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered wits Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applie adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" o Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fibe any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 2. FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glas fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped c mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hc mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in ()lac( Class B -Fully Adhered 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. Base Sheet: Two or more layers of GAF G -1, G -2 or G -3 base sheet, hc mopped or mechanically fastened in place. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule "Ruberoid Torch Plus (granule), "Ruberoid Mop" (smooth or granule) "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97 applied at nom 1 -1/2 gal /sq. 2. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. LOOK FOR MARK ON PRODUCT