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RF-07-1767Inspection Date: 12/03/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: COWEN, MYRON Job Address: 351 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: AJ ROOF GROUP CORP Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060135630 Lot: Building Department Comments RE ROOF FLAT ROOF WHITE CEMENT TILE 1 Passed Inspector Comments .— c-,,,eta Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, November 30, 2007 Page 1 of 2 Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 November 27, 2007 AJ Roofing Miami, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 351 Northeast 98 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: November 20, 2007 Roofmg Contractor: AJ Roofing Project Number: 07 -3035 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofmg Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Vanguard RollRoof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. bove t til at ttie abt ye: "re tere ked protocol A hedleaase w Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 351 Northeast 98 Street Miami, Florida Reileh Engineering Corporation — Project Number - 07 -3035 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 351 Northeast 98 Street Miami, Florida Project Number: 07 -3035 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 a 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 07 -3035 — Page 3 of 6 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation — Project Number - 07 -3035 — Page 4 of 6 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation — Project Number - 07 -3035 — Page 5 of 6 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass One broken tile was noted. Reileh Engineering Corporation — Project Number - 07 -3035 — Page 6 of 6 60' 21 78 80 19 83 84 17 96 11 19 91 89 16 35 15 92 86 90 88 81 34 14 15 9 10 85' 07 -035 APPROX, ROOF 1151 LOCATIONS AN7 f7IMTN510N5 Miami Shores Village a6125/69fri,-:., Buildin g Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 k i Tel: (305) 795.2204 Fax: (305) 756.8972 "BUILDING Permit No. iF 1-y11( PERMIT APPLICATIO Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) ,d 1 . rl Phone # ' 1 2-- Owner's Address 361 E City m d & r State i . Zip ) 3 siS Tenant/Lessee Name Phone # Plumbing Mechanical Job Address (where the work is being done) 3 51 e. 49S St. City Miami Shores Village County Miami -Dade Zip "b '3 ► 3 4 FOLIO / PARCEL # I1 J 206 0 t $7.30 Is Building Historically Designated YES NO Contractor's Company Name A_.I p co Contractor's Address 0 Phone # 30C 1.-C3 - r City 141 A V(r State Zip 3 3 l (tr Qualifier Name JuA- ki J , A, c7/?,&2- C Phone # S 2. State Certificate or Registration No. Certificate of Competency No. 0 7£35 003-2,6 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of` Work: DAddition Describe Work: Cav Phone # Square / Linear Footage Of Work: l ['Alteration DNew Repair/Replace D Demolition * *** * *** *,it * * * *** * *** **** * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 7 & — ° CCF $ l U • lfll./ CO /CC Notary $ Training/Education Fee $ 6 • In Technology Fee $ 4 ' (X Scanning ,00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ .4) -1Z5' See Reverse side a P Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged LI Owner Agent ent was acknowl Q� by ged before me this Signature Con ctor The fo ' oing ins - nt was acknowledged before me this day o 206by -1*Y\ SAgetrn me or who has produced who is personall known to me or who has produced As identification and who did take an oath. My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY P • " • Sign. Print o u. and who did take an oath. IVONNE E. HEREDIA ° ; No : of Fabric - State of Florida M •--Ion Mar 1, 2009 • j rim � ,/1 w4',' D,.1519 ,rait ti. larei My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PERMIT #; r') 01 `l cb-1 I, RECEIPT DATE: oIz/oi Contractor Owner ❑ Architect • icked up 2 sets of plans and (othe '(J COPi 161Cii COMM /A Address: v qg(S4 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building I?e,;�r 11 Acknowledged by: CAI, ent to continue permitting process. PERMIT CLEARK INITIAL: V�`'� RESUBMITTED DATE: V PERMIT CLEARK INITIAL: Miami Shores Village Building Department 1410-50 N E2tid °Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 07— (7 '7 Job Name Date BUILDING CRITIQUE SHEET GD Gva,,) / %o ve c ite,7"via - Jai s L .) cA le d/� l;llaus ,` „the_ ©d 7#-is /x.44- 7 C0141 0— 7'1 (,J7i / b4s1O �; ce/. pre.. /e voe/ 67 52 ci.,� e,716 s s r Vs -e Ole Thee( 2. - "l i. i -itiod (-6 m o - - i "4- f.:6 dde 4(4(1. rec. Go ma_ ca I led ,, ha ,54)d s tad Said reiir ?k4.101_ Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 NOTICE OF, COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 200710818250 OR I'- .k 25864 Ps 3180i (1Ps RECORDED 08/17/2007 12:01:28 HARVEY RUVINv CLERY. OF COURT MIAi1I -DADE COUNTYP FLORIDA LAST PAGE 1. Legal description of property and street/address: eg' % AI 57: AzZ.d/Z/ ✓# . 2. Description of improvement: /4 r C? i°' TILE 3. Owner(s) name and address: Interest in property: ;filo Name and address of fee, simple titleholder: 4. Contractor's name and address: / f r 6-71 CIP Cei2P trit /71/ 5. Surety: (Payment bond required by owner from contractor, if any) STATE Of FLORIDA, COUP! RTIFY et this is a Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner.upo • +ces or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 0 r� 8. In addition to himself, Owners 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: 9. Expiration date: of this Notice of Commencement: (the expiration diff rent date is specified) et Sworn to and subsc , . ..., 0 Notary Public` _ .4I1 / " rte+ �6g.: r, �� �;:+., 'TillIIIP f Print Notary's Name ' ors�;%, My commission expires: 1.;. `uz 123.01 -52 PAGE 4 8✓02 date is 1 year from :the =date of recording unless- a ittel ys ..Cbc.c- bed before me thi . day of Prepared by I,%, P6/ Cow' 0 017 Address: 7fdnSa%er S:4 7acf 1//.1/1/ re- 3 3 r 1Se • • ••• • •• ••• • •• • •• .•. Florida Building Code Edition,2012; • : . High Velocity Hurricane Zone Uniform Permit Application Form. • • •• • • • • • • • • •• SECTION A.(Gener'�il` #r�forina: Master Permit Number: Contractor's Name: • i�.: ••• Job Address: 36- A/� 4.0 m6,,y7 Low Slope Shingle ROOF CATEGORY Mechanically Fastened Tile Metal Panel /Shingles Prescriptive BUR -RIBS 150 ROOF TYPE Mortar /Adhesive Set Tile Wood Shingles /Shakes ,l® 64 i gip 0 New Roof Re- Roofing ❑ Recovering [] Repair El ROOF SYSTEM INFORMATION Low Slope Roof Area (S /F) Steep Slope Roof Area (S /F) �® oO Maintenance Total (S /F) ROOF SYSTEM INFORMATION Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow steppers, and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated re zones and 1 Lion. of C. 1 Revised as of March, 2002 f:ibuii�$adm eviet01 -021counteriforms\Roofn g _AppendbcxislSECTiUN A & B • • • • • ripac .Bhilding Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. • :s• ••. • •. • • • • ••• • • • • • • • • • • • • •• 1 NNS fRU :TION PAGE CMIPI.E1i I1 ijE :NECESSARY SECTIONS OP'•THE 'UN] FORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Low Slope Application Prescriptive BUR-RAS 150 halt Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes Other Required Section of the Permit Application Form A, B, C A, B, C A,B,D A, BrDrE A,BrD A,B,D As Applicable ATTACHMENTS REQUIRED: Attachments Required See List Below . 1,21314,5,6/7 I-- 1. 415, 6,7 _ __ Fite Di rectory Listing Page. 1,2,4,5,6,7 _:.. 1,2,3,4,5,6,7 1,21 3,415,6/7 3. 112, 4, 5, 6,7 Design Calculations per Chapter 16, or if Applicable, RAD 127 or RAS 128. 112/314,5,6, 7 4 Revised as of March, 2002 fA bull4 adm\ evie\ 01- 02 \counterVorms\Rooftng_tppenda. s\INSTRUCTIORI PAGE I-- 1. _ __ Fite Di rectory Listing Page. _ 2, . .! _:.. From Notice of Acceptance: Front Page. Spedfic System Description. j Spedfic System Limitations. • General Limitations. Applicable Detail Drawing. 3. Design Calculations per Chapter 16, or if Applicable, RAD 127 or RAS 128. 4. r �� Other Component Notice of Acceptance. u ry5. - W Munidpal Permit Application. 6: Owner Notification for Roofing Conditions (Re- Roofing Only). 7. Any Required Roof Testing /Caic elation Documentation. Revised as of March, 2002 fA bull4 adm\ evie\ 01- 02 \counterVorms\Rooftng_tppenda. s\INSTRUCTIORI PAGE SECTION R4402.11 . ••• HIGH VELOCITY HURRICANE ZONES — REQUIJE1E OX'VIVErif j€}I'1 '!CATION FOR ROOFING CONSIDEItATTQAS ; 1 R4402.13.1 Scope. As it pertains to the section, it is the responsibii,jty of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the d'or'ett..df tie sec•ioa :The prew.isioPi: of Section R4402 govern the minimum requirements and standards of the indutr}=fc� rooliitg sys emeinsta�lations. Additionally, the following items should be addressed as part of the agreementIbthveeLthe Arl'er nt the contractor. The owner's initial in the designated space indicates that the item has been explained. •• • • . . •• • •••: . . . • ••• .•• 1. • Aesthetics- Workmanship: the workniatsl prio is res bf Section R4402 are fort purpose of providing that the roof system meets the wind resistance'a'hd water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the curr•,ent provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. S. C Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. t_C Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life oft oof. 4I 1 7 3 a7 Owner/Agent Signature ' / g g Date Con ,� ©Si; ature D.te ofikeyArfrevostric .• • • • •;• •• •• • • • ' idd %aiding Code Edition 2002 • • , , . ••• i 'Hi h Velocity octty Hurricane Zone Uniform Permit Application Form. Sec�iphD,(S#i8ji51ope Roof System • - _ Roof System Manufacturer. ,&kid•)/ Roof /ire ••• - •• • , Notice of Acceptaancc.Wuns& :: ' • • ti9',4'® ® qv_ el O / / Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -- -- 4c P1: -- 96; 6 P1: — 4as Maximum Design Pressure (From the NOA Specific System): ' ;-•. Method of Tile Attachment: AD 5 (tif �� � /- -/p afi V60 /6-2el y Steep Slope Roof System Description Deck Type: 5/53ti Aytapp Type Underlayment Insulation: Fire Barrier: Roof Slope: :12 Ridge Ventilation? </74. Fasterner Type & Spacing: Adhesive Type: Mean Roof Height: Revised as of March, 2002 rtia r , itsa-c7 Type Cap Sheets 0 -/ r � 104-. . F4&reortivip Roof Covercing: _77 Type & Seize Drip Edge: 1' - Wry.. f: \buil\$adm \evie \01- 02 \caounter\ forms \Roaftng..Appendixads \SECTnON D 0•• •• • ••• ••• • •• • • • •S• • • • • • • • .i. • • • • • • • • Florida Building Codes lidii on 2002: • . •. High Velocity Hurricane zone Uniform Permit'Applipllorl s drm.: ; ; • Section c (Low Sloped. fi;f•. r. ttm) OOOOO e 000 00. Fastener Spacing for Anchor/Bas Sheet Attachment Fill in Specific Roof Assembly Components and Identify Manufacturer (if a component is not used, Identify as °N/A•) System Manufacturer: C1(f n2' 449 NOA No.: • ©3.-e)51) / /v� 0-2 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - Z Prime -g2, -0413 Maximum Design Pressure, From the Sperms NOA System: Deck: Type: Slope: 3z pLyttieep migs Anchor/Base Sheet & No of Ply(s): Anchor/Base Sheet Fastener. Bonding Material: / ¢ /JCL A / theta /$'r ;. insulation Base Layer: Base Insulation Size & Thickness: Base Insulation Fastener/Bonding Material: Top insulation Layer: Top Insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Field q .000 Lap, # Rows Perhneter ` oc @ Lap, # Rows Comer ° oc 0 Lap,* Rows 16// 7o/ °oc Number of Fasteners Per insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base FIastdrg, Counter- Ftash€ng: Coping, Etc. truncate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastening Type, Fastener or Submit Manufacturers Details that Comply with RAS 111 and Chapter 18. 3E P 4d oR Rollo Top Ply: esrFReJ, /p f�l%lp' f7&'r/ Top Ply Fastener/Bonding Material: Surfacing: Parapet Height Mean Roof Height Revised as of March, 2002 f lbuii admleviet0l- 02lcountertfomts‘Roofing _Appendix.xis1SECTION C 1 • • ••• • • •••'• .• • - •• •• ••• • Florida Building Code Edition:4 : • ••• High Velocity Hurricane Zone Uniform Permit Application Form. • • Section E (Tile Colour �bn) • •• • .•• •.• • For Moment based tile systems, choose wither Method 1 or 2. Compare the values for Mf, with the values from Mt. If the Mt values are greater thatn or equal to th+e'll�rlrs�lTs: for ea aarpp of roof, then the tile attachment method is acceptable. •� i •' • • Method 1 "Moment Based Tile Calculations Per Per to ( P1: 44- x x. 4 r23 equals 1le3 ) minus Mg: 5, ig equals Mr1 4, 8,e NOA Mf �f"E79 6�% ( P2 f / X ) 0,23 equals°Lfsg73) minus Mg: i�r % equals Mrt �Ga� 38 NOA Mf Set 441 ( P3: q ,X A,.0ixiequals� %©g73) minus Mg: 4-, VC/ equals Mr1 /6ak NOA Mf Method 2 "Simplified Tile Calculation Per Table Below" • Required Moment of Resisttance (Mr) From below: Mr Required Moment Resistance* NOA Mr ` Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40' 2 :12 4:7-,, .33.4 35.7 37.7 40.7 3:12 ('28,7 31.3 33.4 35.2 38.1 4 :12 ``--26.6 28.9 30.9 32.6 36.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 24.1 25.4 27.5 * Must be used in conjunction with a list of moments based tile system endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile system use Method 3. Compared the values for F' with the values for Fr. If the F' value are greater that or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. (P1: (P2 (P3: X 1: X 1: X 1: Method 3 "Uplift Based Tile Calculations Per RAS 127" equals X w; Musts ) • minus W: X cos 8: squats Fn: NOA F' equals X w: equals ) minus W: X cos 8: Mime Fri: NOA F' equals X W: equals ) minus W: X cog 0: equals ,Fr1: NOAF' Where to Obtain Information , DESCRIPTION SYMBOL WHERE TO FIND Design Pressure P1, P2 or P3 RAS 127 Table tor by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity Mg NOA Attachment Resistance Mf NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance P NOA Required Uplift Resistance Fr 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. Revised as of March, 2002 f:\ buit \$admm \evie \O1- 02 \counter\lbrms Rooflngj ppendlx.Xis \SEC ION E MIA M I•DADt: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 Y• •• • ••• • • • • ••• • • • •• .. • • • • • • • • • • • • ••• • • • • • • ••• MIAMI DARE COUNTY, FLORIDA • • • IBTRO -DADS FLAGLER BUILDING • • • •' • r40•�T J?I4(1eE1 `S'REET, SULT'E 1603 • • • • • • • �T.ORIDA 33130 -1563 • • "' ''(105) 375-2901 FAX (305) 375 -2908 .'• %'• : • ••' A• '. ••• • • • • ••• •.' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division an Miami Dade County) and/or the AHI (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 AID 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 Rnberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 802- 0408.10 and consists of pages 1 through 3L The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Roofing Sub- Cateeory: SBS /APP, Modified Bitumen Deck Tyne: Wood Maadmum Design P 75 psf Fire Classification; See General Limitation #1 C:: • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • •••• •• • • • • • • • • • • • •••• • • • • • • • • ••• ••• • ••• • • • • • • ••• • • • • •• • • • •• ••• •• • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABI tl D:$tAIRPtirANZ7." TABLE Product Dimensions GAF Asphalt Concrete 5, 55 gallons Primer (MatrixTm 307 Primer) GAF Mineral Shield® 60 lb. Bags Granules 100 lb. bags 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 Matrix Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTm Base Sheet GAFGLAS Flex P1yTm 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated 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 39.37" (1 meter) Wide Test Specification ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 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 Mmeral.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. ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 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. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 2 of 32 Membrane Type: Deck Type 1: Deck Description: SBSISBS. Cold Applied Wood, Non- insulated • • •. •• • • • • • • • • • • • • • • 19/32" or greater plywood or wood plank decks • •.• • • • • ••• • • • • .• •••..• • • • • • • • • • • • • • • • • • • . . • ••• • • • • • • • • •. • • • . • • • • • • • . 0 • • • • • • • • ••• ••• • •. • • • • • • System Type E (1): Base sheet mechanically fastened to roof deck. • • • • • • • • ••• • • All General and Sy sheet: Fastening Options: Ply Sheet: ystemm Limitations shall apply. • • • • • •• .. • ••••• .. • GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® F.timi star Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, 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" oc. at the lap staggered and in two rows 12" o.c. in the field (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1TE) #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 psi, See General Limitation #7) GAFGLAS Flex P1yTM 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 -Tec (GAFITTE) #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) (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a fall mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs.sq. NOA No: 03- 0501.02 Expiration Date: 11106108 Approval Date:10/23/03 Page 26 of 32 • • .•• • • • ••. •. •. • • • .. •. • • • . • . • • • • • • • • • • ••• • • . • • • Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoide Mop 1x70 Fly, . • Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid 3 Mot► PR of RUSEROIp. • • • U1traCladTM SBS in adhered in a full mopping Pf ipprtved ;sapiaal applierod tithtn the EVT range and at a rate of 20-40 lbs. /sq. • • • • • • • • • • Or, One or more plies of RUBEROID MOP Smooth, RWBEROIDe D,top Q�nulp. RUBEROIDO Mop 170 FR, RUBEROID®Mop'Alps :d l berg UBEI�OID RUBEROID® 30, RUBEROID® 30 FR or RUBI;.jtO] ?( l pp Ft. 3WB U1traCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal:/sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 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 J 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 27 of 32 • • ••• • .• • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Membrane Type: APP /SBS Heat Weld • • • • • ••• • Deck Type 1: Wood, Non - insulated • • • • • • • • • • • . . ... . • • . • • • • • • • • • • • • • • • • • • • • • • • • Deck Description: e9I' or greater plywood or wood plank decks ••• • • • • System Type E (1): Base sheet mechanically fastened. All General and System limitations shall apply. •• • •. • •• ••• •• • • • • • • • •• • • • • • ••• •• Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT ++ Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Fiex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. ( Maximum Design Pressure -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 -Tee (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 =-4S pal, See General Limitation #7) GAFGLAS Fiex 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 -Tec (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 -Tex (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 except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS HeatWeldTM Smooth or RUBEROID SBS Heat-Weld) One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • One ply of Ruberoid® Torch Smooth, Ruberoidt® Torc%•(xrannie,'Ruberoi $ dt Torch Phis Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. • • • • • • • • • • • • • • • • • • • • • • Or •••• • • • • • ••.• One or more plies of RUBEROID® SBS HealtWld'm PITS, RBERb11) SBS Heat We1dTA PLUS FR, RUBEROID® SBS Heat We1dT" 170 FR, RUBEROID® SBS Heat- We1dTM, RUBEROID SliS Heat Wair : Membrane Type: Deck Type 1: Deck Description: System Type E-2: SBS Wood, Non - insulated 19/32" or greater plywood or wood plank • • • .. • • • • • • • • • • .. .. .. .. • • .. • .. .. • ... . • • • • • • • ... • • • ... • • • • • • • • • • • ... • • • • • • • ••• • ... • • • • • .. • • • • ... • ... ...... • • .... • •• ••• •• •RUBEROID® Tile Underlayment, Base Sheet mechanitaly att&c�ed. All General and System Limitations shall apply. Anchor sheet Ply Sheet: Membrane: Maximum Design Pressure: Maximum Slope: .. • • • GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FlexPlyTM 6 sheet, GAFGLAS #80 U1timalm, RUBEROID MOP Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RUBEROID® SBS Heat- Weldni Granule, RUBEROIDD® SBS Heat We1dni PLUS, Tie-Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type IV asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (Le. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Roofing,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03-0501.02 Expiration Date: 11106/08 Approval Date:10/23/03 Page 30 of 32 • • ••• • • • ••• .• •. • • • •. •. • • • • • • • • • • • • • • • • • •.•. • • • • • • • • •• • • • • • • • ••• • .. • ••• Membrane Type: SBS Cold Applied for mechanically fastened tilesystema only. • • • • • • • • • • • • • • . • • Deck Type 1: Wood, Non - insulated .... .. • • • ... ••• • • Deck Description: 19/32" or greater plywood or wood plank .• • • • • • . •• ••• .• • • . • . . . . . System Type E-3: RUBEROID® Tile Underlayment, Base Sheet cl}'atjclyat=�, �hejh • • All General and System Limitations shall apply. Anchor sheet: GAFGLAS® GAFGLAS #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Membrane: One ply RUBEROID® MOP, RUBEROID® MOP PLUS, Tile -Mate Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right an e (90°) to the slope of the deck* adhered with Ruberoid Adhesive or Matrix Select 102 at a rate of 1 -2 gal/sq. Membrane shall be backnailed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tin caps shall be exposed. Allow 72 hour came prior to loading and installing tiles. * Membrane may also be installed parallel to the slope of the roof (Le. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: Refer to tile manufacturer's NOA. Maximum Slope: Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 03. 0501.02 Expiration Date: 11/06!08 Approval Date:10/23/03 Page 31 of 32 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when uset(aCa ni 4lyiastened'base dr ••• anchor sheet • • • • • 2. Minimum IA" Dens Deck or Y2 Type X gypsum board is acceptable tette insedretfdlectly beer the wood deck. • GENERAL LIMITATIONS: �. •. • • 1. Fire classification is not part of this acceptance, refer to a current ... ent�Approv R"ooTh g 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 lbsisq. 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 Kutimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.02 Expiration Date: 11106/08 Approval Date:10/23/03 Page 32 of 32 f Q BUILDING CODE COMPLIANCE OFFICY SCCO) PRODUCT CONTROL DWISION NOTICE OF ACCEF'TANCE NOA) Lineal Roof Tile 1360 N.W. 29* st- Miami, FL 33142 rAkat 01. MIAMI-DADE. COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 148 WEST FLAGLER STREET, SUITE 1603 1111AM1, FLORIDA 33138.1563 OW) 375-V901 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 Miami-Dade County Product Control Division and accepted by the Board °litotes and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division an Wane Dade County) andior the AHJ (in area other than Mani 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 matinee 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 Mituni-Dade County Product Control Division that this product or material fails to net the requirements of the applicable building rode. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Flat Benumb Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following s ternent: "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 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 mimetically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall he done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official_ This NOA revises *05-0929.11 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.:0741NX1 Expiration Date: 07doin1 Approval Data: 07/26/01 Pogo 1 01'5 U1'11 r2 / b b tt ROOFING ASSEMLY APPROVAL. Catestorv: Roofing 5ALLATILaurs, Tile Concrete 1. SCoPE: This renews and revises a roofing system using LafflOti -Flat Bermuda" as manufactured Lamoti Roof Tile, Inc. described in Section 2 of this Notice of Aceptance. designed to compi) with the Florida Building Code, High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code does no exceed the design pressure values obtain by calculations in compliance with RAS 127 usmg the values listed m table 2 herein, The attactunent calculations shall be done as a moment based system 2. PRODUCT DESCRIPTVON: Test Product PrOuct lIALnepsions S cif_gist' as Wscridtion Flat Bermuda Length : 16" TAS 112 Flat profile, interlocking, concrete roof concrete Tile Width : 10" tile. For direct deck. mortar or adhesive. Thickness : 'iz" set applications only intn Pieces Lergth 7 varies TAS 1)2 Accessory trim. concrete roof pieces for Width : varies use at hips, rakes. ridges and valley Varying thickness terminations. Manufactured for each tile profile. 3. ENIDFNCE SuaNIITTED: bat Army Testwell Craig Laboratories & Consultants, Inc IBA Consultants. inc Teso.vell Craig Latvratories Consultants. Inc. Jsel JAMMU Test Na eiReport Lab 0: QC-4 Static Uplift Testing TAS 101 (Mortar Set) 2358-45 Static Uplfl Testing TAS 101 (Adhesive Set) Lab 4. QC-7 Physical Properties Tech: M. Preseit: TAS 112 Eta May 1995 081050 May 1995 NOA No.:014109.01 Expiration pate: 0241,11 Approval Date: 01/26/07 Page 2 of 5 ; Ur..! • 0 C.JU ( 4. LIMITATIONS: 4.1 Fire classification is not part of this acceptance 4.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 4.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quartcly test in accordance with TAS 112, appendix 'A' Such testing shall be submitted to the Building Code Compliance Office for review, 4.4 Minimum underlayments shall be in compliance with the applicable Roofing Application Standard listed section 4.1 herein. 4.5 3090 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literanue. 4.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4.7 May be installed on, slopes 2":12" to 7": 12" 5. 1NsTALATIoNI: 5.1 Larnoti 'Flat Bermuda Concrete Tiie' and its components shall be installed in strict compliance with Roofing Application Standard RAS 120, 5.2 Data for Attachment Calculations: Table 1: Average Weight (W) and Oirnenelons (I w) Tile Profile Wt-W (Ibi) Length - I (feet] !Flat laannuda 'donairste Th 7.20 36 0.84 Profile Flat Banned* Concrete The Table 2: Aerodynamic MoltAliore Ire) Batten Application N/A (ft3) Direct Deck Application 0 23 ......_ , Table 1 ReIiilw.: tor Momenta due to Gravity (ft7111.61— r ..-- 1.---- - Tile 2":12*-1—Thi'llr r',12" ' 5":12N i fr:12" i 7"12" or 1 Profits , 1 greater 1Flat 1 Batters Direct Battens 1 Direct Battens Direct Batters Direct i Battens Direct 1Battens i Direct 1 • Bermuda L_ Oeck.j. Deck l Deck II Deck Deck ; Deck CcIncese. i N/A 1 5.56 NIA 5 49 ; N/A 5 39 N/A 5.24 1 N/A— 5 03 1 N/A 4.77 ! 1:file 1 L 1 1 . 1 i Table 7: Attachment Resistance:Expressed as a Moment - M (ft-lbc) for Sim!! PattyAdhase i___Se rns Tile Application Minimum Attachment Resistance 50 68' Tile Profile [hat termed* Coeterete Tile Large paday placement of 6 7rr, graof oiyPro Polyfoarn PolyProtm NO* No.:07-0109.01 Expiration Date: 02101/11 Approval Date: 07/26/07 Page 3 of 5 1 • 1'1,•[:.. L Table St Attachment Fteelstance Expreased IIIII a Moment - Nit (ft-1170--1 for ftlarnrta a 'Tito Tile Attachment Profile Apilluon Resistance , Hit Bermuda Concrete Tile Mortar Set 70 70 6. LAEIIELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below). or following statement: "Miami-Dade County Product Control Approved". LRT FLAT BERMUDA CONCRETE TILE LOCATED UNDERNEATH TILE 7. BUILDING PERMIT REQUIREMENTS: 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 this Notice of Acceptance, 7.1.2 Any other documents required by Building Official or Applicable building code )n order to properly evaluate the installation of this systetri- ricui No.07.0109.01 Expiration Date; 021(11/11 Approval Date: 07,26/07 Page 4 of 5 CI / t t 1 PROFILE DRAWING 1-"Pikat. LAMOTI ROOF TILE "FLAT BERMUDA" END OF THIS ACCEPTANCE NOA Nlo.07-0109.01 Eapiratiaa Date: 0710I/11 Approval Date: 07/36/07 Page 5 of 5 M1ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) •• .• • ••• • • ' ' • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • 1 • • • • • • • • • ••• • •. • •. • MIA11I -DADE COUNTY, FLORJDA 4, •. t E • 14E1%0-DIRE FLA(3CER BUILDING ' •' ','I40 WEST • •'M AMI FFLC)R1DA 33130-1563 SUITE • (305)375-2901 FAX (305) 375-2908 Polyfoam .Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 ••• • • • • ••• ••• •• .. ' • • • '' ••• • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami 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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: 1 he NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JSrge L. Accbo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. aas ilestit'bed. n Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Roofing Roof tile adhesive Polyurethane • • ••• • • • • • • • • •• •• •• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • . • • • ••.• • • • • • ••• ••• • • ••• • • • . • • • • • •• • • • •• • • •• • .•. • •• Polypro 111 AH160 Foampro® RTF1000 ProPack 30 & 100 Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6lbs.413 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 2 of 7 •. •• ••. •.• • • • • • ••• • • • • • • • . •• •• • • • • • • • • • ••• • • • • ••• EVIDENCE SUBMITTED: • • • • • • • • • • • • • • • Test Agency Test Identifier Test Name/fl boil • . • • bate Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA •••14S:19,10 • 12/16/96 25- 7438 -3 %giro 1 }93 • • • .. ' W/25/95 • 25- 7438 -4 ••• : : • • • • • 25- 7438 -7 SSTD 11-93 •1 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® A11160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / F' w ti2r MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• 1. Polyproo A11160 may be used with any roof tile assembh harm a cwwt�ent T OA tkat�ists'uplift • resistance values with the use of Polypro® A11160. "' ••• • 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tilassemPlx'soactinivesattacknent with the use of Polypro® A11160 shall provide sufficient attachment iesIstange,Firprisged Ws an uplift based system, to meet or exceed the uplift resistance determinEectin`cdftilier with •Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polyproi? AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro0 AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ••• • • .1 •• • • • •• •• ••• . • • • • • ••• •.' • • • • .1. • • • • • • ADHESIVE PLACE MENT DE1 A1L 1 • • • •: SINGLE PATTL : • • •' • ••• ••• • • ••• • • • • • • • • • NOA No.: 064201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • •• ••* • . • • • o •• • ••. • • • •• • • ••• ••• • • • • • •'• ••• • • • • •• • • • • • •• •• • • ••• • • ••• • • • ••• • • • • • ••• • • • • ••• • • • • • • ••• • •• '• • '' ••• • • • • • • • • • •• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nall through plastic cement •• •• ••• • • • • • • • • • • • • •0• • • • • • ••• • • • • •• •0 ••• • • • • • • • • • • • ADHESIVE PLACEME1 t.I AJJ 3..; ••• ... DOUBLE PAI°T&' .. • • • • • • • • • • • • • ••. • ••. • • • Paddy (between file) Paddy (under file) ••• • • • .•. •• ••. •. 2 br.x t in. medium size paddy cave course only 41n. x3in. Sing4 paddYon under- Iayment Single paddy under file Ea COSMO 2 b X 7 is medium size paddy eave course only Snide Paddy between tile Stngls Paddy on top of tie Eave Course Eave Clouse 2 ln. x 7 In. medium size paddy save course only Fascia END OF THIS ACCEPTANCE NOA No..: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7