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302 NE 100 St (8)Issue Date: 10/3/2006 Expires: 04/01/2007 Owner's Name: ANTHONY HYNES Permit Type: Roof Work Classification: Roof - Repair Job Address: 302 100 Street NE Additional Information Miami Shores Village, FL Contractor(s) Phone Primary Contractor JOHN BUSTA ROOFING INC (305)757 -7620 Yes Type of Work: Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, .1 authorize the above -named contractor to do the work stated. Fees Due Amount CCF $11.40 Education Surcharge $3.80 Permit Fee - New Roof $300.00 Scanning Fee $15.00 Technology Fee $7.50 Total: $337.70 Invoice Number R F - 10 - 06 - 26303 Total: Amt Due $337.70 OCT 11 PAD CiAth4 ?Xdf) Amt Paid Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF - - - 2460 Phone: 1132060135470 Lot: PB: Total Square Feet: 2400 Total Valuation: $ 19,000.00 Re • uired Ins • ections Roof in Progress Final Roof NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Date: 12/01/2006 Inspector: Grande, Claudio Job Address: 302 100 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JOHN BUSTA ROOFING INC Building Department Comments Thursday, November 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP -33712 Permit Number: RF -10 -06 -2460 Owner: HYNES, ANTHONY Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/01/2006 Inspector: Grande, Claudio Job Address: 302 100 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JOHN BUSTA ROOFING INC Building Department Comments Thursday, November 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP -33712 Permit Number: RF -10 -06 -2460 Owner: HYNES, ANTHONY Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 1 of 2 CIVIL ENGINEER November 27, 2006 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 302 Northeast 100 Street Miami, Florida Information provided by client: Permit Number: RF062460 Date Completion: November 13, 2006 Roofing Contractor: John Busta Roofing Project Number: 06 -4642 (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 Roofing 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 Atlantis Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above - mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation hamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 302 Northeast 100 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 06 -4642 — Page 2 of 5 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 302 Northeast 100 Street Miami, Florida Project Number: 06 -4642 Reileh Engineering Corporation -- Project Number - 06 -4642 — Page 3 of 5 Test Number Test Load (lbf) Test Status 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 - 06 -4642 — Page 4 of 5 Test Number Test Load (lbf) Test Status 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 Reileh Engineering Corporation -- Project Number - 06 -4642 — Page 5 of 5 APP OX, r;OOF 1 5f LOCATIONS ANI2 PIMMN5ION5 Inspection Date: 11/14/2006 Inspector: Grande, Claudio Owner: HYNES, ANTHONY Job Address: 302 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Monday, November 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: rn Phone Number Inspection Number: INSP -32182 Permit Number: RF -10 -06 -2460 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 1 of 2 J 0S N t 1 { t Inspector Comments i s Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 11/14/2006 Inspector: Grande, Claudio Owner: HYNES, ANTHONY Job Address: 302 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Monday, November 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: rn Phone Number Inspection Number: INSP -32182 Permit Number: RF -10 -06 -2460 Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 1 of 2 Inspection Date: 1111412006 Inspector: Grande, Claudio Owner: HYNES, ANTHONY Job Address: 302 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Monday, November 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Inspection Number: INSP -32185 Permit Number: RF -10 -06 -2460 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 1 of 2 t Inspector Comments r l Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 1111412006 Inspector: Grande, Claudio Owner: HYNES, ANTHONY Job Address: 302 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Monday, November 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Inspection Number: INSP -32185 Permit Number: RF -10 -06 -2460 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 1 of 2 Inspection Date: 10/13/2006 Inspector: Grande, Claudio Owner: HYNES, ANTHONY Job Address: 302 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC ment Comments Thursday, October 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number INSP- 29700 Permit Number: RF -10-06 -2460 13 MI6 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 2 of 2 Infractio Passed Comments TIN CAP SPACEING False Passed Inspector Comments ) , Vie' / o S ° Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/13/2006 Inspector: Grande, Claudio Owner: HYNES, ANTHONY Job Address: 302 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JOHN BUSTA ROOFING INC ment Comments Thursday, October 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number INSP- 29700 Permit Number: RF -10-06 -2460 13 MI6 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060135470 Lot: Phone: (305)757 -7620 Page 2 of 2 Tenant/Lessee Name VA 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 101031 PERMIT APPLICATION I.41- FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) AA /WOW 3. Hyx/ES Owner's Address 3 02, 4/E /00 STREET City N //) f /Ji4D1S State / • Job Address (where the work is being done) 30Z /VE /09 J' City Miami Shores Villa _e County Miami -Dade Is Building Historically Designated YES NO if Contractor's Company NamAja,h/Xf e /4 M/0IC / /vg_r/C. Contractor's Address 306 PE 9/ Y7 7 City State AZ. Qualifier - T0/4(/ /3 /J 4 State Certificate or Registration No. Ced .OS57 aV? Architect/Engineer's Name (if applicable) /VA $ Value of Work For this Permit! 9 OG�, Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department Permit No. Master Permit No. Phone # 305.757.5/70 zip 33/3 Sr z,Z/ Phone # /(//,� Zip 33 /3g• .7 4 f2/ Phone # 30.E • Zs7. 71 7, O zip 33 /3 g Certificate of Competency No. Phone # A/A Square Footage Of Work: 2 `f00 0 / ' Type of Work: DAddition Describe Work: " • j (2'I 744 . ,, 'VD I• ew • Repair/Replace ❑ Demolition rear / /- * * * * * * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Submittal Fee $ Permit Fee $ 30b CCF $ 1.4 CO /CC Notary $ Training/Education Fee $ 3 '( Technology Fee $ 9:50 / Scanning $ 15 00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City S to Mortgage Lender's Name (if applica Mortgage Lender's Address City Stat Zip e) / 4 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature , ' ` ‘A,i," Signatures /(// flf 0 e or Ag Contractor The foregoing instrumeit was acknowledged 1 g g knowledged before me thts'�4'�i� The foregoing instrument was acknow be me this 30Tiy day ofcSCcktiQt , 20 !4 by , day o� 72 , 20 0 4, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PU Sign: Print: IC: to ► - , - ;; My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: chc 05/13/03 NOTARY PUBLIC Si xpires�i ( l (e I a C' ( G * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * *** * *** * ********** * *** * *** * ****** * *** * *** * *** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** *or ** * * * *s * * * * * * * * * * Plans Examiner Engineer Zoning ED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION aO. TAX FOLIO NO././ ' 3206.01.3 .5 E OF FLORIDA: JUNTY 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. 1. Legal description of property and street/address: At/A,1/ c q 3 SEC/ Al i P1310- 7bLe71J102 M9 30 2 N.E. loos : 2. Description of improvement : /•, 3. Owner(s) name and address: /"y /V1 T. /MIES 30,z. iVE /00 Sr /1144 /1' b,e , . 33/3 g 7'; Interest in property: tai(/EE. _,,_ Name and address of fee simple titleholder: ��r� /NV T. f 4'?/E.S 302. NE /OOJr /l /i4/ti /SS/eyeEs,FL • 33/3 8 •,7, .` 4. Contractor's name and address: ' 30o /c5T At /Amecz • 33/38 5. Surety: (Payment bond required by owner from co`rft►ge}�r'If`diS�r')�. COUW tY OF Dr OE • . , "' . ., Name and address: ��•� , 45"P .b :' C 7 r ?F3" rl:3t !ha rs a rr<rr, 4e yet the • • •: ;. U , '-. ; • • • Amount of bond $ NA , l D a) ....0.,,.k'•.• •4i • .ea-.. } y .,. s• � • :, ��: • • •du , f G. Lender's name and address-N/A "'` my 1 J "� d,'d Gi•:, Seal. • �� _ k -•-•-.-•-- �-i ri -i . y%. ••�r•- 7_ Persons within the state of Florida designated by Owner upon upon whom notic other daour a r ray b serveel•an • provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: • • • • • • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the 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 date is 1 year from the date of recording unless a different date is spe ified) Signature of Print Owner's Name Sworn to and subscribed before me this 3 day of 20Q6. Notary Public Print Notary's Name My commission expires: A NOTICE OF COMMENCEMENT • \ _ 11 CFN 2006R1054173 OR Bk 24964 P9 1699; (113s) RECORDED 10/02/2006 10:30:52 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE • • • • • • • • •••• • • • • 0000 • Prepared b4W ieusTA R 123_01 -48 5/03 PAGE 2 Section A (General information) BY: _ Master Permit No. ''" ' Process �� �I No. ." ^ G Contractor's Name�J Oiy/(/ 8//, rJOOP /N/ l(/L' . Job Address3OZ /(/E /00 J7 Low Slope ❑ Asphaltic Shingles ❑ New Roo n9 Low Slope 900 X - PARA Per MALLS Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. ROOF CATEGORY ❑ Mechanically Fastened Tile if Mortar /Adhesive Set Tile ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Are there Gas Vent Stacks? Yes ❑ Noa Type: Natural 0 LPGX 0 ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance YSTEM INFORMATION Sloped Roof Area (SF) Total (SF) . • =-- - - - - -- • . . Section B (Roof: Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, stAppbrs, dVdt'f16w scuppers and overflow drains. Include, dimensions of sections aad gavels, .clearly identify dimensions of elevated pressure zones and location of parapdta' ...' E " " ' C ■• ■•• • CC'CCC'EECCCECCCCCCC: CCC:' ECCCCCCCCCCCCCC :CEEE ;CCECEC�CCE �....E.E....E. • C ■E ..E■ ■Q C C C CE C C E C 1 ■■ ■■ ■ ■.■■ ■ ■ ■ ■■■ ■ ■.■■■ ■■ ■■■ ■ ■■■ ■■■ ■■■ ■■■■ r.■ ■ inn. 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OAF NOA No.:0 osoi. 02 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: J Z Pmax2: O i 7• 3 Pmax3: / 9 ' Max. DesigilENssuse, From the Specific NOA System SAC .5 Deck: ype: /06 1/V Gauge/Thi Slope: .. Anchor/Base Sheet & /7 LSB et 3 /y F en r/�ondin M�taterial: insulation Base Layer. X./ Base Insulation Size and Thickness:/f/ Base In Fastener/Bonding Material: Top Insulation t ayer.�/f;ayer. M Top Insulation Size and Thickness:/v/ Top Inly�tion Fastener/Bonding Material: Base Sheet(s) & No. of P1y(s)• B t � a fi/, /I,�H' • �ipt0 Ply Sheet(s) & No. of Ply(s)t2MFPLY Ply r ste�r/lr al: Top Ply:OAF /Q/ EPJ /L /VP /7� ,C/ 2 To r/ Odin a eri Surfacing: A/fig Section C (Low Sloped Roof System) s: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, �fi1/= Coping, Etc. No. of Ply(s): 7S eIQ Jnd icate: Mean Roof Height, Parapet Height. Height of Base Flashing, Component Material, Material Thickness, Fastener Typd,. Fa Sparing or Submit MaqufajJrers Details that • • • 4 %V W7.24#q • • • •• • MFRP4E i// 17Ofe_ • •••• • ••• • ••• FT` 6/4/4LAS pL.Y9 c / AP NCAN Gf/v0L - /06 N• ••• • ... .•. •. FT. • Mean Roof Height •••• • Parap@l . • .�rlekihr Fastener Spacing for Anchor /Base Sheet Attachment Field: 9 ' // @ Lap, # Rows2 @ 7 / ' oc Perimeter. S' ' oc © Lap, # Rows fo ' oc Comer. V ' oc @ Lap, # Rows � @ 9 ' oc Number of Fasteners Per Insulation Board Field N/ Comply with RAS 111 and Chapter 1 §! • • • . P e'a (" Perimeter/V Comer 4/11 Illustrate Components Noted and Details as Applicable: . • • • • • • S'' z 6 6A . GAt.V • • JTZCCo 7D67 •••• • • •• • • • 2 • • • • • • • • •• • • • 123_01-48 5/03 PAGE3 Roof System Manufacturer: /LO/J/-i2.-OF/71.6 Notice of Acceptance Number: 0 - /Z"/ . �s Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -1 ,' 6 P2: X00, b P3: /e Maximum Design Pressure 410', 4 ' (From the NOA Specific System): Method of tile attachment: PozY~ 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: : 12 123_01-48 5/03 PAGE 4 Section D (Steep Sloped Roof System) Ridge ventilation? Steep Sloped Roof System Description,•, Deck Type: 1Tx.v. ype Underlayment:, 1 Ni9 Fire Bar er: Mean Roof Height: .. • • • • • • • • • • • • 30 7YP,Z' As711/ t ... •••• astener Type & Spacing: dhesive Type ype Cap Sheet: oof Covering: Type & Size Drip dge: • • • • .• • • •••• • • • • • •••• • • •.•. • • ..•• •••. • • • ••• • • • • • • • .•• .• • • • • • II • • • • N /A • 3"03 "&Ail/ by-4(w.° Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PB based on ASCB 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity ME NOA Attachment Resistance Mr NOA Required Moment Resistance M, 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 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 38.0 37.4 39.8 4:12) 30A 32727 33.8 35.1 `" 37.3 5112 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29A 30.5 32.4 7:12 24A 25.9 27.1 • 282 • ' • • •30t0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Method 1 "Moment Basecl (P1: 4 . 1 1 1 /Z = — Mg: (P2:/ z � _;.1 / - Mg: (p !Q7• z 7l � � �` 5 — Mg: Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M t. If the M1 values are greater than or equal to the Mr values, for each area of the roof; then the tile attachment method is acceptable. Ti e Calculations Per RAS 127" _ Mrr 553 NOA Mf = g• 5 NOA 1Nr NOA 1Vf. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M) From Table Below 3a• . - NOA 4/o.5 •. • *Must be used in eonjuncdon with a list of moment based tile systems endorsed.bb the • Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F'.with'the . values for F If the F' values are greater than or equal to the F valueslterreach area of the roof, then the tile attachment method is acceptable. • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" • NAO F' 'NoA NOA F' (Pi: zl: z w:= 1 —W: cos 0: = F (P2: z l: _ : w:= ) —W: z COS O: = F (Ps z1: = z w:- ) —W: COS 0: = Fra: •.•• • • •••• • • • •.•. • • .. • • • •••• •••• •••• • • • • • • • • • • • • • • • • • • • 123_01-48 5/03 PAGE5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owne and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are or the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration wlh respect to worimnanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be • reseed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in a . • • -nce with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Co& (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 (te. townhouses, condominiums, eta). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4• Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed' from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. • 5. Ponding Water: The current roof • ca and/or • deck of the building may net shit well play a er to pond (accumulate) in low-lying areas of the roof. Ponding can be an indi plipn of s(ryr1 -al ' distress and may require the review of a professional structural engineer. Ponding rten the life • expectancy and performance of the new roofing system. Ponding conditions may not be ev d g unt il thg origjnal • roofing system is removed. Ponding conditions should be corrected. ' 6. Overflow scuppers (wall outlets): It is required that rainwater flow off sor the ro • • • • t oVerf from a build up of water. Perimeter /edge walls or other roof extensions may 1316d di c if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scU &?s in accordance with the Florida Building Code, Plumbing. .... '•••• • 7. Ventilation: Most roof structures should have some ability to vent natural airflow tltrbugh the iefb* of e ral assembly (the building itself). The existing amount o f a t t i c ventilation shall n o t be reduced. It t y de beneficial to consider additional venting which can result in extending the service life of the roof. 302. NE© s7: Property Address R.r1/202008,CampatetSe A Bulling Department 09, 3O,o Date B,,v - Permit Number • • • • • • • • • • • MIAM IDADE 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 Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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. • .. • •••• This NOA renews NOA #02-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. • • • • • •... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, pry, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise nvieclerein. , RENEWAL of this NOA shall be considered after a renewal application has been filed and4ciahas bp change in the applicable building code negatively affecting the performance of this produce • • • • • • • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chaueinthe materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endt@m$nt of spy. . product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ecauf,13C 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. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 • • • • • • • . • • ROOFING SYSTEM APPROVAL Category: Sub-Category: Deck Type: Maslmum Design Pressure Fire Classification: • TRADE NAMES OF PRODUCTS Product pAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixI'm Fibered 305 F.mulsion) 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 UltimaTt Base Sheet GAFGLAS Flex P1yTm 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 lb. Bags 1001b. 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 39.37" (1 meter) Wide MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofmg. ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF MTneralShield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. • • • • • • • .. • .... • . • • • Refined asphalt blende tytti a mincJ. stabilizer and fibers. Pellilfs adhesion to wet and dry surfaces. . • .. .. ▪ •••• Asphalt impregnated apd cbaed glass , mat base sheet. Asphalt impregnated and.coaed, .... • • 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 Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat - We1dTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - We1dTm 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide. 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTMD5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Product Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Fiber reinforced, rubber ;lid hesrvg... • • Non -Woven Polyesteraoated with • polymer - modified asphak smooth ' • surfaced. •. • Non -woven polyester t tbated with' • • • polymer modified asp 1t &nd surfaced' • with mineral granules.• • • Non - woven polyester fat coated will, • • • polymer- modified asph JY Ana smooth, • • • •• • • Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle -Mat& Underlayment Tile -Mate Modified Base Sheet Dimensions 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 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 4 sq. roll 30lbs. 1.5sq.roll Test Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D, 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I ASTM D312, Types 1,1I,Ill and IV . Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule. surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglassmat;. coated with file retardant polymer - • • modified asphalt and sprfoccci with • • • • • • mineral granules. • • One -way valve vent used.../...relieve built up pressure within the system. • GAF Vent Stacks are ev in metal. • • or plastic. '. • • "" Mineral colloidal bitui Melds emulsion • with reflective aluminum flakes • • • • • • Non- fibered. Aluminutuig4ented, • • • • asphalt roof coating • • .' • Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 4 of 32 • •:•.• • • • • • . • • • • Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB 5 gallons (Matrix 602 SB Coating) GAF WeatherCote® 5 gallons MB+(Matrix 715 MB Cog) TopCoat MB +(Matrix 715 5 gallons MB Coating) WeatherCotelm (Matrix 5 gallons 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC 5 gallons 5 gallons Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Dimensions Specification 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTMD 2824 5 gallons ASTM D2824, Type I 5 gallons ASTM D 3019 Type III Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. • • • • Cold Applied Modified SEBS Asphalt "' . -••• Adhesive. • Cold Applied Modified 5 ,mS Asphalt • • Adhesive — Flashing Q, .. • Standard Plastic Asph;:i. :hoofing Cement •. •. Standard Plastic Asphalt 'tatting Cement Caulk Grade. • • Cold Applied Asphalt Adhesive. Fibered aluminum coating. • Non-fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive 0 - 00 • .... • • 0000 .•0• • • • . • NOA No: 03- 0501.02 Expiratlon Date: 11/06/08 Approval Date:10/23/03 Page 5 of 32 • • • • • 11114 • • • • • APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. 20. 21. Trinity Engineering Product Name Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul -Fixx Fastener Insul -Fixx S Plate Insul-Fixx P Plate Tru-Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aeencv Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. F1. TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate • Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 = PA 114 Wind Uplift PA 114 GAF-020 -02 -01 02-005 02 -014 3.25" round 3.5" round' 3" round Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS/Stadler 3" round 3" round 3" round 3" round Description FMRC 1996 J.I. 1B9A8.AM J.L 3D4Q2.AM 4483.04 97 -1 ASTM D 4977 TAS 114 TAS 114 SFS /Stadler SFS/Stadler The Tru-Fast Corp. The Tru-Fast Corp. Thg Tru Ccp• • • • • • • • •• • •••• • • •••• • "Date • • .... • 02.01.02 01.18.02 03.22.02 •••• • .' Al!01.96• ....' • • • • • 0.9.04.97..... • • • 04,30.97 •••• 06.06.97' • NOA No: 03 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page8of32 • • • • • • • • •' • APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite bAFTEMP GAFCANT'M GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, II & Composite ISO 95+ LSO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck ENRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache eructs Co. - Apache Pf&ducts Cif. Generic Generic Generic Generic Atlas Eiigtgy Produces - - generic G -P Gypsum Corp. Johns Manville Fire4'614 ajiilding Products; Inc. - - Fires?tone uilding;, Products; Inc. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi-Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 2. 3. 4. 5. 6. 7. 8. 9. 10. Product Name 1. GAFI TE® (Drill-Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFI TTE® (Drill -Tec (10) ASAP GAFTITE® (Drill-Tec®) Base Sheet Fastener and Plate Galvalume Plates (Drill- Tec® Metal) Polypropylene Plates (Drill-Tec ® Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TABLE 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rckwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. 3 " round 3" square Polypropylene round plate 3.2" Insulation fastener assembly with recessed plastic plate 3" and 3 1" 3" and 3 y2" 2 7/8" x 3 /a" 3 "x3 Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials c rp. • • • .. • .... . • • • • .. • GAF tcrials C,prp.. • • ..•.. • GAF•Matsrials Corp.. • .. .. .... Conleulittn Fastenei% • Idc •••• • .... • • • • Construction Fasteners • Inc. Construction Fasteners Inc. ITW Buildex Corp. TTW Buildex Corp. TTW Buildex Corp. Johns Manville • NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 7 of 32 Membrane Type: SBS /SBS. Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19 / 3 2" 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 GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator 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; 'Fastening GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 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 field. (Maximum Design Pressure — 45 psf, See General Limitation #7). GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply"( 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 P1ynd 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. 3n t13e field. • (Maximum Design Pressure - 52.5 psf, See General Limitation #7) • • • • GAFGLAS #75 Base Sheet or any of above Base sheets attachedt3'deck with • • • • • Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. i 4 rows. One • • row is in the 2" side lap. The other . rows are equally spaced appto tely 9 ";o.t? • • in the field of the sheet. (Maximum Design Pressure -60 psf, See amoral •••• Limitation #7) • Any of above Base sheets attached to deck approved annular rinrsifelk nails and 3" inverted Drill -Tec (GAFTTTE) insulation plates at a fastener spacing of 9 , er • • at the 4" lap staggered in two rows 9" in the field. (Maximum l)esigh.PressutN s• 60 psf, See General Limitation #7) • • • ' •' • • • • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with " Drill-Tec (GAFT1TE) #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 lbsJsq. NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 26 of 32 Membrane: 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 U1traCladTM 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 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 lbJsq. ± 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. Maximum Design Pressure: See Fastening above • • • • • • • • . • • • 4 .... • . .... • . • • • • • • • • • • .. • .... • • .... • .... • • .... ... • • • • NOA No: 03. 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 27 of 32 • • • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply "" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials 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 12lbs.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 th fastener valuer.:. 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 attaclppept is bast on a minimum fastener resistance value in conjunction with the maximum design value�isted. 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 Florida4kegistereJ Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fitstger spaeh1g' • shall ntili7e the withdrawal resistance value taken from Testing Application StandaMs ¶ S 105 ahtl • calculations in compliance with Roofing Application Standard RAS 117. • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requremgnts of th .s.e . • areas. Fastener densities shall be increased for both insulation and base sheet ,s•c$1culate4 compliance with Roofing Application Standard RAS 117. (When this limitation is speciitgll' 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 comers 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: 11/06/08 Approval Date:10/23 /03 Page 32 of 32 08/17/2005 10:55 3057518579 ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU)— Contrnucd Base Sheet (Optional): One or mote layers type GI, G2 or G.i. • Membrane: One or more layers of "Ruberuid Torch" (smooth or granule). "Ruberuid Torch Plus° (grantle), "Ruberoid Mop" (granule) or 'Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -3/2 - 3 gal /sa• 4, Deck: C•15/32 InCtme: 1/2 Insulation: One or more layers partite, glass fiber, isocyanurate, urethane, perlite /isucyanurat•e conrpo:ate, perlite / urethane composite. phenolic, 1.1/2 in. min thickness Offset from plywood iaiiltS b Base Sheet: One nr more layers of typo G2 ur 63. Ply Sheet (Optional): Une or mare layers of lyr,a GI. Membrane: O.rc or mete kayos of "GuL'eroid Torch' (month Or granule), "Ruberoid Torch Plus" (gmiiut ), ''Ruberoid Mnp ".(sn,urth or granule) ur "Ruberuid Mnp Plus" (granter). Surfacing: Kartrak No. 97. 1-1/7 • 3 gal /silt 5. Peck: NC incline: 1/2 Buse Sheet (Optional): One Of more layers of Type t' G2 or 63, Membrane: One or more layers of "Ruberoid Turch" (sm,wth or granule). "Ruberoid Torch Plus" (granule). Surfacing (Optional): Kartrak "Ph. 97" or "169" at 1.3 gal /se or Grundy Ind. "20 f Emulsiurt" at 3 gal /sq. 1/2 6. Decks C -15/32 Insulation: Otte or more layers perlite; glass filler, e3 /6 urethane isocyanurate, urethane, polite /tsecy. p +s tr„ P / Composite. phenolic, 1.1/2 in. min, Blase Sheet Optional): One or more layers of type GI, G2 or G3. Membrane: One nr more layers of "Rubern•d Torch (smooth or granule), "Ruberoid Torch Plus" (granule), "Ru 'oerofd Mop" (smooth ur granule) or "Ruberoid Map Plus" (granule). • Surfacing: Gravel. Incline: 1/2 7. at C -15/32 insulation (Optional): One or more layers partite, wood fiber, glass fiber. isocyanurate, urethane, perlite /isocyar,taote composite, polite/ urethane Composite. wood Fiber / isocyanurate composite, phenolic. Base Sheet: Two r r more layers of Type 62 or G3. Ply Sheet (0ptlonal)i One or more layers of Type 61. Membrane: One or more layers of "Ruberuid Tntch" (smooth or granule), " Ruberoid Torch Plus' (granule), "Rubcraid Molt (smooth or granule) or "Rttberoid Mop Plus" (grararle). Surfacing: Karnak No 97, 1.1/2 - 3 gal /se or j,avtl, :• e. Deck: NC • Inclines 1/2 Insulation: Flue or more layers partite, glow fiber. 3/4 in. min isocyanurate, urethane, perlite / isocyanurate composite, pertite /uretl+ane • • r • • composite, phenolic. 1 -1/2 In. min. Base Sheet (Optional): One dr more layers of type GI, G2 ar Gl: • Membrane: One or more layers of "Ituber0lil Torch" (smooth or granule), "Ruberoid Torch Plus' (granule), "Ruberoid Mop' (smooth or granule) or • • `Ruberofd Mop Plus" (granule). . Surfacing: "Al MO Aluminum Roof Coating" nt 1 -7 gal /se. 9.' Deck: C -15/32 Induce: 1/2 ' Insulation (Optional): Otte or more layers perlite. glass fiber. 3/4 in. min, isocyanurate, urethane, perlite /tsor:yanurate composite. perlite/ urethane composite, phenolic, 1-1/2 nn. met. Base Sheet: One or more layers of type G2 "GAFGLAS 475 Base Sheer, ' j , ' hot mopped Of mechanically fattened in place. Ply Sheet: One or Mere taytivs of Type 61 "GAFGLAS Ply 4 ". hot mopped • in place. I _ Membrane: 'Rubcraid Mop FR" (granule). 5urfadng (Optional): GM fihnted Atriminum Coating at 14/2 gal /sq or • , GAF Weather Coat Emulsion at 3 get /s 10. Deck: 6.19/32 iodine: 1 J: Insulation (Optional)+ One or ,nore layers perlite. glass fiber, 3/4 in. • • min, isocyanurate, urethane, pertite/isocyanurate composite, partite/ urethane composite, phenolic, 1 -1/2 In. min. Base Sheet: One or more layers of Type 62 "GAFGLAS 475 Base Sheet", .4.tt Ply She One or more laye fastened rs of Type GI "GAFGLAS GAFGLAS Ply 4 ", or "GAFGLAS • -' ,-. • Pty 6" hot mopped in piece. ,* • Membrane: 'Ruberoid Torch FR' (granule). 1 i t Kea Surfacing (Optional): GAF Reared Aluminum Coating at 1 -1/2 9el/sci or M wa, • GAF Weather Coat Etnul +ion at 3 gat /sq• t s ; 1, Beck Gt5/32 Incline: 1/2 • Insulation: isocyanurate. 2 in. shin.. woad fiber. pe or glass fiber, - '" J t � any thickness hot mopped Or rnneharileally fastened in place. Joints i ' cc . fns °•.� offset G tn. a iCr ea . -GAFGLAS • hot mopped or t"echa,tirally fastened 111 place. Ply Sheet (Optional): One Or more layers of type G1 "GAFGLAS Ply 4' or "Pty 6" hot mopped in place. Membrane: 'Ruberoid Torch fir (g ranute ). Starfaeing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gal/se or .1 "? Weather Coat Emulsion at 3 gal/sq. • GC_ , col LOOK FOR M ABC SUPPLY CO PAGE 12/12 ROOF COVERING MATERIALS (Tttf) 135 ROOTING SYSTEMS (TGFU).— fontinsted 12. Deck: C- 1S /3c' ineUne: 1/2 Insulation (Optional): faec;nrlur.te, partite or gl+ss fiber, arty thickness, hot mopped or mechanically fa:,teeed in plate. Joints offset 6 in. Base Sheet: One or more layers of Type G2 'GAFGI•AS 475 Base Shea ", hot mopped or mechanically fastened in place. Ply Sheet: One or 1111114 Wee: of TVA G1 "GAFr,LAS I'ly 4" or "Ply 6 ", hut mapper) in place. Membrane: "Ruhlreid Turch re" (manutr). • Surfacing (Optional): GAF ferared Aluminum Coating at 1.1/2 gal/ :n or GAF Weather Coat Emulsion it 3 , Jel /se. 13. Deck: NC . Incline: 1/2 Invitation (Optional): lavey..muate, wood fiber board. perlite. pleas fiber, any thickres`. hot ;Pupped or mechanitrdly fastened in place. Joints offset 6 in. Base Sheet: One Di more layers of Type G2 "GAFGLAS 1t75 D.ise Sheet". . hot mopped in place., • Ply Sheet (Optional ?: Onr of more layers of TY1se G1 "GAFGI AS Pty 4" or "Ply 6` hat ntopped nr plea, Membrane: "Ruberuid Turch Fe" (granule). Surfacing (Optional): 'GAF Tibesed Aluminum Coaling" at 1.1/2 gal/se or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC inclines 1/2 Insulation (Optional): 1 .lcyorturate, wood libel board, perlite. glass fiber. any thickness, hot mopped or t•sethaniralty fastened in place. Joints offset 6 in. Base 5. : Ono or more layers of "GAFGLAS 1175 Base Sheet ". hot mo • , in place. Sheet (Optional): One or more layers of "GAF 61.65 Ply 4" or "Ply 6' hot mopped in place. brarte: "Ruberuid Torch FR" (granule). • ing (optional): GAF Weather Coat Emulsinn applied at 3 gal/se or bend Atumirrmn Coating At 1.1/2 gat/sq. 15 /I2 Incline: t/2 ulat(on (0ptfonal): Perlite. fiber glees. isocyanurate urethane, perlitu/ isocyanurate composite or phenolic. Base Street: One or more layers Type G2 or 63 base sheet, hot mopped or mechanically fastened. Pty Sheet (Optional): One or more layers Type G1, hot mopped in place. •• Membrane: "Ruberuid Mop FR" or "Ruberoid Mop 170 FR" (granule). Deck: C -15/32 Meitner 1/2 ' insulation (Optional: perlite, fiber glass, Isocy rwrate, urethane, perlite/ isocyanurate composite or phenolic. offset 6 in. from joint$• Base Sheet: One or more layers of Type 6 -2 er Ca,j410. ah2et hot mopped or mechanically fastened. ; � • • mopped in • Ply Sheet (Optional): Orin or moreiaotrs rf f' ;pc Gil, mo t pp • • place. - • • • • Membrane: One layer of "Rubcrnid'TS r�" "R,lberoftl (smooth). • • • • Membrane: One layer of •Rtibero/da 6oeoh•T8" or "Rut:wield Mop iIr' • (ae} • • • • • • • 17. D NC nul • 1ncZiee: 1 • t • • t • • Insulaition (Optional): Penile, fihIr•glifss, wood•hher, isocyanurate... urethane, pertite /tsucyatrurate conappkit94p4 phenolsry • • • • • Base Sheet: (Inc or more layers T�� 42 • 0.61 base r e e � scot mn,?lNl . ar mechanically Fastened. Ply Sheet (Optional): One or nsor•kyne•Tepo G1, hot gimped in place. • • Membrane: One layer of "ituberoil Mop f1=' or 'Ru ie g l Mop 170 FR' • (granule). • • 18. Deck: NC i IUne: 1/2 •••• • • Insulation (Optional): Perlite, Rigs, Iota$, wood Li p % " aet isoc • • • u perlite /isocyarctrrate composite or phenrai , • • Base Sheet (Optional): Ore: or more layers of I'ypt!G•2•or 6.3 base sheet, hot mopped or inechanicelly fastened. Ply Sheet (Optional): One or more layers of Type G•1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), ''Ruberoid Mrrp" (smooth), Membrane: One layer of "Rttberoid Torch FR ", "Ruberoid Map 10' or 'Ruberoid Map 170 I•R' (granule). .. incliner 1/2 19. Crock: NC Insulation ( Optional): 0 1 c or ni lay rs fo layers 'unite, o er phenolic, gt se i b ' isocya urethane, p /•' t t knest Ro She eh Ono or morn plat::, fi or tit, tat stropped or adhered with Karrak Chemical Co. "No. 51" or "ihson•Homan 'No• 6•1(10' cold applied adl,.::ive at 1.1 /2 gal /sq. Membrane: Oite layer of °Ruherail flop FR" ur "Ruberofd Mop 110 FR° G gtanttle), hot mopped ur adhered with Karnak Chen.lcal Co. "No. 81" Of ibsun•Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. 20. Deck: C -15/32 • insulation: Polyisocyanurate, any thictness. e: 1/4 Base Sheet: "GAFGLAS I75' (Type 42). mechanically attached. ARK ON PRODUCT MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20"' Street Boca Raton, FL 33431 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof The • • • .. .• • •••1.. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, jtg sta te and • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted her ; .. • :. RENEWAL of this NOA shall be considered after a renewal application has been filed and ttfere has beenno• 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 revisivr;e>; 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. Baila a •to comply • with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 1 ..111 • •••• 1 111.. • • • .••••• • • •••••• • • .•••• • • •.••• •.•.•• • • • • 1..•• • • .1.111 • • ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile 1= 15" PA 112 Atlantis Shake and w = 10' / Slate Tile 1 '/" thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofmg Tiles Concrete 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 PA 112 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use • at hips, rakes, ridges and valley terminations ' • • • • • . Manufactured for each tile *acne: ••••• . 1 111.. .1•. . • 1 11.1. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) • • . .... . • • • • . . ' Date •••• 1111.. • • • • •••• • • • 1.11 c. 1991 . • •••• • . • March, 1994•• •••Vay 1990 •1 • Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 . 1111. • • • • • • . • • .11 11 • • 1 .11 1 .1.... • • • .. • • . • • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Report Date Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 .....• ; � .' Sept. f •9.4. • • •••• ••..•. .1?ec. 1998• . .. ..March 10.9. ;. • • • • ;March 199: ; • 199 9... . • • •••• • .$8bruary 1296,. . .• • April 1996 December 1996 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 March 1995 Aerodynamic Multipliers April 1999 Two Patty Adhesive Set System April 1999 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 3 of 6 • • ...... • • • • 000000 00000 • • 0000 ...... • • • 000000 • • ...... • • Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) • Width -w MY - • • • • •••I .. • Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 • 0865 •••I • • • • 1 111.. Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 , 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - A. (ft " "' • • • - ' • .. Tile Profile _ . a , (ft ...11. Direct Deck Application ' • ••' Monier Lifetile Atlantis Shake & Slate Tile 0.24 • .. . • '' 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • ••• • • •••• • • • .1111. • NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 4 of 6 • .' • • • • •• • • • 1 1..1. • • 1.... • • .1111 .1.111 • • ....1. • 1 . 1 • • . • • Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Nail -0n Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headlap and fastemers are located a min. of 2W' from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) :.. • • for Two Patty Adhesive Set Systems • • • • • Tile Profile T Tile Application M .... Monier Lifetile Atlantis Shake & Slate Tile A Adhesive 8 81(i''. - :••• : 2 2 See manufactures component approval for installation requirements. " .... • 3 Flexible Products Company TileBond Average weight grams. • .--' Pa Y 9 9 per Patty 13.9 rams. ... • • • Polyfoam Product, Inc. Average weight per patty 8 grams. .. • •• • *4104 Table 5A: Attachment Resistance Expressed as a Moment -11 (fhibf) • • ... for Single Patty Adhesive Set Systems • . • • . • . • Tile Profile Tile Application Minimum Xttachmeifit • Resistance Monier Lifetile Atlantis Shake & Slate Tile PoIyProTM 118.9 PoIyProTM 40.4 4 Large paddy placement of 45 grams of PoIyProTM. 5 Medium paddy placement of 24 grams of PoIyProTM. Table 5B: Attachment Resistance Expressed as a Moment - M,(ft for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set" 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 • .• • • • • 1 .••.• • • • ....• • • ••••• • •..•.• • • • ..•..• • • ...••. • • Table 5B: Attachment Resistance Expressed as a Moment - M,(ft for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set" 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 • .• • • • • 1 .••.• • • • ....• • • ••••• • •..•.• • • • ..•..• • • ...••. • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 • .• • • • • 1 .••.• • • • ....• • • ••••• • •..•.• • • • ..•..• • • ...••. • • 5. LABELING All tiles shall bear the 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. WAXERLOCK -� 18W `.\ .-. 101ioc . tBUe"_ ae LAV • • PROFILE DRAWINGS /r _ • tea '-. MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE t r •'r • • •••••• •••••• • • • • • ▪ • •••• • • ••• •••••• • • • •••••• •••••• • • • •••• • • • •••••• •••• • • • ••••• ••• •••••. • • ..•••• • •••• • • • • • • • • 00000 • • • • • • • • • • • • • • • • • • • • • • • • ....o • • • • •.•• • • • • • • • •• • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 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 bas been 910• • change in the applicable building code negatively affecting the g performance of this product. •••• • •••••• been a revi iorr chant in ;he as an endorseIIht of any this NOA. Fai1t ?e:to cornpl34 .' •• •. • • • •••• County, Florida, apd followed by e NOA is displaye2, there VA1 TERMINATION of this NOA will occur after the expiration date or if there has materials, use, and/or manufacture of the product or process. Misuse of this NOA product, for sales, advertising or any other purposes shall automatically terminate 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 the expiration date may be displayed in advertising literature. If any portion of th 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 JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • •• • • • • • ••• • • • •• •� •1. • • •1 • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro '? AI1160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 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 Polypro® AH160 N/A Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA whir • •" • list moment resistance values with the use of Polypro AH160 roof tile adhesive. • • • PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.61bs. /fl.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 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/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 • • •••••• 520191 -1 TAS 101 : Q3[02/99 • ... 520109 -2 -1 • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile AssstnE1 or fir8 • • • • rating. .. • • • •••• 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • • • • • • • : . • ... • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. • • 1 • • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. IF W F'= 2 , MS •••••• • •111•• • •• • • •••• • • •••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • • • •••1• • 1 ••••• • • • 0 .1••• • • • 11.1• • • ••0•• • • •1000 •1•.•• INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. 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 tile 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. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® 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. ; ••••• LABELING: All Polypro® 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 .••.•• • • 0000 • • . • • • • • • ••.•. • • 000 . . . . . • . • • . • • • .•.•.• • • • • . . • • • • • ••• • ••• • ••••• •••• • •••• • • • . • Table 1: Adhesive Placement For Each Generic Tile Profile " • Tile Profile Placement Detail Single Paddy Weight Min. (grams) ' Two PaddrWeight, per pa (grams). Flat, Low, High Profiles #1 35 , N,fA .. High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan Nom• ." Flat, Low, High Profiles #2 - 24 Ni.' A : Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. 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 tile 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. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® 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. ; ••••• LABELING: All Polypro® 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 .••.•• • • 0000 • • . • • • • • • ••.•. • • 000 . . . . . • . • • . • • • .•.•.• • • • • . . • • • • • ••• • ••• • ••••• •••• • •••• • • • . • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough We*. to achieve 17 to 23 tonal /at fix Warn inches ti corded with the pan te, 11E•P Pitd Tum covers upside down. Place adhesive 1/2 To 1 b. From outside edge of cover db. Then instal the tile. Nall through plastic cement top portion of the save course cover tib. •••• Abut to smoisi course of • • pm ties. Ensure eave end ot OPUanal ! • • • pm and cove tiles are • • • • Poird-up Mal Nash al eave line. •• ••• 003 • Fare closure Weephole ; • ?trot tile • • • • ri • • (moder shown) • • •••• • • • • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • • • • • • •***•• • • • •*•*** • • •o o•oo • • •••oo • • •000• 000000 • • • 00000 • • • •••o•o • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Underlaymen! �in. x 3 in. 4 in. Single paddy on under - d Single paddy under tile Single paddy between tile 21n. x 7 In. medium size paddy eave course only Single paddy on top of tile t Fascia Weephole Eave closure UP edge Nail through plastic cement 1 in.x 3 in. Single paddy on undedayment Single paddy on top of tile Eave Course Single paddy between tile Eave Closure 2 in. x 7In. medium Fast paddy eave course only END OF THIS ACCEPTANCE • • • • • • • • • • •• • •.•. • •••••• • •.•••• ..•• • • • • 000000 • • • • •••• • •••••• •••••• •••• • ••••• •••••• • •••• 00000 •• •• • • • •••••• • • 000000 • • • • • • • • • • 0000 • • •. • • •• • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 ate S•'h -9 . 3 Job Address g o a 13,e_ 100 ST Tax Polio/I i1 t /.9 fi7 egal Description // °e , f® ??Is gA/, e• / Lessee / Tenant t\ TAfl y YlC $ Master Permit P �y.O 7 wner's Address 30 10 , 1. 0 f ST • Phone 9 S ') - S / 7 0 ontracting Co. a A I ?tY A Dfr t/Q I�.nill /A . -LNG Address �.5 I Ii/ LU 4 9 1 J ualifier CAT/CA Ar, d O SS# ' Phone 76 / 3k a tate 140)651 ‘,27 Municipal Ii.0,7a Z. 9 Competency # / 7 IR 9 Ins.Co. rchitect /Engineer Address onding Company Address Address ortgagor e mit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFING PAVING PENCE SIG! ORR DESCRIPTION ��-o - f f Ok 1 ()Lk' ct -•ec COO .c a•r \'JC`c 1c, !1- kou e -S r c'' l Odoc ec.t. -F-; V\ cck t2 30 1 b • V7e k S r , 1 o9 o w Z th �n •4- c.Ls e ko.1 -4 a l0 ty : , )-P 1 c, s S i n S 1 l vie t-� l >; c. J 3 h U" ct ` n, .-- (A I L( v,.� , r, v1v , tv t. 1 ■ C' epck • r %, -e_c� o v\ #- c e. r o o -F - o ©, O quare Pt. � S 9 . Estimated Cost(value) �( X 0. ARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO IX O MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTENT O OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING now OWICE OF COMMENCEMENT). pplication is hereby made to obtain a permit to do work and installation as indicated above, an n the attached addendum (if applicable). I certify that all work will be performed to meet th tandards of all laws regulating construction in this jurisdiction. I understand that separat ermits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. WNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wil e done in compliance with all applicable laws regulating construction and zoning. Furthermore, uthorize the above -named contractor to do the work stated. / /� r 1. /l % J l e/‹...--,--eel, G/�C�✓Gf'�C1.✓ ignature/ owne and /or Condo President Signature of Contractor or Owner-Builder ate: S ° Date: 3 DEI MY COMMISSION 1 AA 714214 EXPIRES: October 10, 1993 , '' Bonded 'rimy Notary Pubifc Und3r wltera otary as to Owner an y Commission Expires EBS: PERMIT 'O PPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE C.C.F. I/O NOTARY TOTAL DUB Fire Buildin Mechanical Plumbing RADON * Owner-:u'1•. -1 Notary as to Contractor or My Commission Ex � � MARYLOU HERNANDEZ MY COMMISSION M AA 714214 z EXPIRES: October 10, 1993 Bonded Notary Pu is Underwrite Other Electrical Engineering STATE OF FLORIDA, COUNTY 0 DADE 1 CFR((r'Y t o this is a truo o .• orL±.naifiloi in th.s o' i.c on 3. Owner(s) name and address: oetre ,A .9 W IVES'S .ny iciai 5 c1. Niki;VEY Lem,. it and County =715- 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 description of properly and street address: 3 0'X Ik • 100 5 _ 2. Description of improvement: "'� -��r� l \ 'Y\ck.i..) 4 (c.,. r 0 d- s S OD. p3 , J � . 10o sT Interest in property: (J uAC■ Er , l Name and address of fee simple titleholder: 1 A 4. Contractor's name and address: C A r I C'1S p r c.'1c - Q, 1 ri Y? R Cv c? C\ g 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: [ it Amount of bond $ 6. Lender's name and address: /J / k 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 A Statutes, Name and address: N 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 Statytes. Name and address: 1V J A 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) S L c '1 } ` O 1 C l 3 Notary Public 11 _ .., . Print Notary's Name f -{ /,, 4' ,/ 1_ Drn M- r� G 4 z 2 _ v...a.� My Commission Expires: 0 JY g,'1 MARYLOU HERNANDFZ , MY COMMISSION a AA 714214 � EXPIRES: October 10, 1993 4 y r Bonded Thru Notary Pubilc Underwiltnrs ■ X C{ Signature of Owner Print Owners me . N y n c Sworn to and subscribed before me this '7 day of eth4Cri. , 199'3 . Gtl�, Shor� FgO /\tc c-. 938253232 1993 NAY 201 11 :23 -Gfr S1wce5 F1c- Prepared by: ('Q rl o.5 )9rpc-Ito Qua /.� /Zcol :Af6 / A-- Address: �Sf N• LL.) _ 9 `i sr, M.' a t-t,.t I Fla_ 33 /so Application is hereby wade 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. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 3...Q e work to be done and purpose of building (by floors) Disapproved (Signed) BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT 4 Q MIAMI SHORES VILLAGE New Building Remodeling Addition To be constructed of Kind of foundation ®$ Roof Covering / ._.._.. . Estimated Total cost of improvements $ 3 P.,.A Amount of Permit S. 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 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 bepe rformed under this pennit, as are licensed by Miami Shores Village. Remarks (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 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 are true. Permit No.._... f f` Date ` /('-7— �-7 � ` 3 Read, Sworn to and Subscribed before me. Date Building Inspector e5 tR.... . T•T••••T!•!•,•f••••tf ••••T}T TIf!!CTI...... 1 .._...L .l _._._ _ .._... ,19..x — No., Street_ ..f erfO Date..._ Repairs No. of Sto;, s . • • ....... to me well known, Notary Public, State of Florida Commission Expires PLANN /C BOARD DATE Chairman Member Member Member Member sass.. 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 Planning Board. A re-inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Buil. : Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal 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. n Al ate 4 Owner's Name and Address._. _ __ ___. _. - !V : - -- - P C 2 � � - /- - -- -- N � 6 ) 2 - _.. Street_..._._ 76 ''' S Architect and /or Engineer._. _ . - . ,' S E2 /2 4 Name and address of licensed contractor. - /20E2 - q/l)rE Location and legal description of lot to be .1 built on: ,[1 �f Lot__ -- _ (_ _?&__ -1 f Block '7 - -... Subdivision 4"�t� i- 0 1 ' (t 4 ( t102 E S Street and Number where work is to be done 3 0 2 N lee Sy_ State work to be done and purpose of building (by floors) C /t1 Q PAL L / 4//1 ��r cf c �d °� 0` it - 7/ o«/ ,5 and for no oother purpose. � P New Building Remodeling X Addition Repairs No. of Stories._... 2 To be constructed of Kind // of foundatir- Roo f Cov�g�ri.__ Estimated Total cost of improvements $___.l- 0 0 / Amount of Permit $ l Zone cubage required plan Cubage_ c 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 foi said building. All notices with reference to the building and its construction may be sent to --- - Date_ . / Z P 4? Date ,[ . O3 aA Q /gee/ /+/ u/ 5 A-/E - . The undersigned applicant for this building permit doe 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 poste . inspe on on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only su subcontra ors, on worly to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j 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, therein by him stated are true. Permit No / 4.5° Disapproved (Signed) --- _ �•. O - &.sz. a. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires_ PLANNING BOARD__ __ . DATE Chairman Member Member _- _____ ..... Member Member - Member Council - Approved_____.__ _... _. _Date Disapproved .__.... O /II" L I S aJ Q. 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 Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. N• 7"f/ eu , ewer mo �- 1:// _ • e MIAMI SHORES VILLAGE, FLA. JOB c ,z ADDRESS - INSPECTION /o 0 N9 5045 TIME READY ?"/7 -/ ' REMARKS: INSPECTOR DATE id —1_44 w LOCATION SKETCH F. B. 18C-58 Janua 1968 SCALE: 1' /.90 ' Of For A. N. Perry E. R. BROWNELL 2440 Coral Way Miami, Florida SKETCH OF SURVEY Lot 11 and 12, Block 40, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the plat thereof recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. Phone 445 -3651 Scales as Shown I HEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above described property is true and correct to the best of my knowledge and belief as recently surveyed and platted under my direction, also that there are no encroachments other than those shown. E. R. Brownell Registered Land Surveyor #928 State of Florida AAAAAA Ng® 76057 r..r...o AI ter SKETCH OF SURVEY • E 4 SCALE: 1" el 2.7 z ,(2/ Q- ,/ , o +ri '7;4- ,r c.-.0 ( /L- _22 - ice.. coNc' _2 r _r. = :s_ -Y-= -i __. --_ r_ =mac /.5„7 E x!, sT r, , .O//.7 e� BUILDING ❑ ELECTRICAL PLUMBING ROOFING Owner of Building ❑ PERMIT N° 13924 Contractor's ❑ License No Work to be performed under this Permit Architect contractor or Builder .� - �..-� .. Legal Lot II Bl. Description Address of • Building ` a �. 4 MIAMI SHORES VILLAGE, FLORIDA Subdi- vision Value of Project $ DATE 1 Amt. of Permit $ s✓ j 195 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, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time 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 granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. .'"":" . ` . BY l ' INSPECTOR 4 In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawing statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibili for all work done 'tither., myself, my agent, servant or employee. CONTRACTOR OR BUILDER i ` 8 AUTHORITY STATE OF FLORIDA, COUNTY OF DADE. ss. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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. Owner's Name and Address _ e ' A } No Street Registered Architect and /or Engineer Name and address of licensed contractor__ = =L Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 0 _ ___LP C.% State work to be done and purpose of building (by floors) { n ^ /qJ dd c: v and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof f Covering 4 r �., ) Estirnated Total cost of improvements $_ 'Amount of Permit $ 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 o the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that- he understands d 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 with the provisions thereof, and will require similar compliance from all :tors or sub - contractors employed by him in the work to be performed under this pennit; and will post or cause to be posted for inspection on the site of the work such public notice subcontractors, or notices as are required by the Act. The undersigned agrees to employ only such on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) t- a /2'; 2 Date / /- /2 1 /36 ?)44- 19,E ° 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 O are true. o �— `) Date____ __I[ ' Read, Sworn to and Subscribed before me. Permit No Disapproved Date i Notary Public, State of Florida (Signed) ' n r Btlilc`ing�Inspktor My Commission Expires 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 Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.