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ROOFINGIssue Date: 6/8/2006 Owner's Name: MASDEN JACKSON Permit Type: Roof Work Classification: Roof - New Job Address: 12 101 Street NE Contractor(s) ALDRED ROOFING INC Phone Primary Contractor Yes Comments: RE -ROOF TILE AND FLAT ROOF Additional Information Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/03/2006 Type of Work: Re -Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -6 -06 -1531 Phone: Total Square Feet: Total Valuation: Required Inspections 1132060131380 Lot: PB: 2429 $ 17,000.00 Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $10.20 $3.40 $300.00 $3.00 $7.50 $324.10 Invoice Number RF - 6 - 06 - 25135 Total: Amt Due $324.10 PEN 0 8 POD Amt Paid 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. Uplift Report OK. see attached. 10/12/06 CG. 1 0 Passed 1 , Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: ' INSP -19257 r Permit Number: RF -6 -06 -1531 Inspection Date: 10/12/2006 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Final Roof Owner: JACKSON, MASDEN Work Classification: Roof - New Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department 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 OCT 1 a 2006 Block: Phone Number Parcel Number 1132060131380 Lot: Page 1 of 2 Reileh Engineering Corp. 2020 Northwest 7 Street Miami, Florida 33125 Tel: 305- 6496454 Fax: 305 - 5413298 September 28, 2006 .Aldred Roofing Miami, Florida Project: Dear Sirs; TILE UPLIFT TEST Residential Home 12 Northeast 101 Street Miami, Florida Ii formation provided by client. Permit Number: Not Provided Date Completion: September 1, 2006 Roofing Contractor: Aldred Roofing Project'Number 06-3816 (Testing Laboratory Certificate #06- 0501.15) in accordance with your request and authorization, a representative of Reileh Engineering Corp. completed the Roof Tile Uplift Test at the above refere.nced project. This testing was performed in general accordance with Roofing .Application Standard TAS No.] 06 -- 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 1000.0 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 Roll Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile locate in the field area and more than 20% of the roof tile at the roof perimeter and corner were physi examined. �/Ci /1 y Based on our testis esults, we: conclude that the installation of he r oof trle fat the < abov ;referenced project the test iequnement outlined m the above mentioned p rot oc4 •ttachedplease,find a copy of our test repot for }bout >evrew Reileh Engineering Corp. 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 Corp. Moliamad Sonny Sall eh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 12 Northeast 101 Street Miami, Florida Report of TILE UPLIFT TEST for Residential Home 12 Northeast 101 Street Miami, Florida Project Number: 06 -3816 Reileh Engineering Corp. -- Tile Uplift Test Result -- Project Number: 06 -3816, Page 1 Test Number Test Load .(lb f7 Test;` Status . 1 35 Pass 7 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 1 8 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 73 35 Pass 24 35 Pass Report of TILE UPLIFT TEST for Residential Home 12 Northeast 101 Street Miami, Florida Project Number: 06 -3816 Reileh Engineering Corp. -- Tile Uplift Test Result -- Project Number: 06 -3816, Page 1 Reileh Engineering Corp. — Tile Uplift Test Result -- Project Number: 06 -3816. Page 2 Test Number Test Load (lb;f� . Test.Status 25 35 Pass 26 35 Pass 27 35 Pass 18 35 Pass 2 9 35 Pass 30 35 Pass 31 35 Pass 37 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 Corp. — Tile Uplift Test Result -- Project Number: 06 -3816. Page 2 Reilch Engineering Corp. -- Tile uplift Test Result Project Number: 06 -3816, Page 3 Test Ni}m6er :, Test Load Ib' _ ,$ . 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 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass. 84 35 Pass Reilch Engineering Corp. -- Tile uplift Test Result Project Number: 06 -3816, Page 3 T est S tatis Reileh Engineering Corp. -- Tile Uplift Test Result -- Project Number: 06 -3816, Page 4 kOp1"H + + ;- + T+ + T + + + + � o + 1 T T + T + + T + + T \/\ ± T + + + 1 . + T T + 1 T + + + + + + i + T + + + T + + + + T + } + T + T + T + T T + +o. APPROX. ROOF 1E5f LOCATION5 ANI7121NMh1510N5 • • • • • • • • • • • .. Inspection Date: 08/15/2006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Monday, August 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 AU 1 6 REV Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 2 of 2 8 Passed [ (P k) Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until • • • • • • • • • • • .. Inspection Date: 08/15/2006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Monday, August 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 AU 1 6 REV Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 2 of 2 Inspection Date: 06/1512006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Thursday, June 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -19256 1>I>IN 1 5 Et1fl Permit Number: RF -6 -06 -1531 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 1 of 2 1 13 " Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/1512006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Thursday, June 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -19256 1>I>IN 1 5 Et1fl Permit Number: RF -6 -06 -1531 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 1 of 2 TIN CAP ON SLOPE ROOF Infraction Passed Comments TIN CAP SPACEING False (e I b Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ...................... ...................... ...................... Inspection Date: 06/15/2006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Wednesday, June 14, 2006 Page 1 of 2 Inspection Date: 06/13/2006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Monday, June 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 InspectionIVtimber INSP =19 ?$1 - Permit Number: RF -6-06 -1531 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING False J (6' Passed Inspector Comments • Al An dx.e, , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/13/2006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Monday, June 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 InspectionIVtimber INSP =19 ?$1 - Permit Number: RF -6-06 -1531 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 1 of 2 inspection Number: P= 9779 Permit Number RF- 6-06 -1531 Inspection Date: 06113/2006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Monday, June 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 2 of 2 Passed Inspector Comments r A Failed eKte / Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: P= 9779 Permit Number RF- 6-06 -1531 Inspection Date: 06113/2006 Inspector: Grande, Claudio Owner: JACKSON, MASDEN Job Address: 12 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALDRED ROOFING INC Building Department Comments Monday, June 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131380 Lot: Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) N 4..SbeAk 54- kS0A4 Phone # Owner's Address q 7C7. QICoOK 1 `i ry (h24 T r 1 S . City (A-11 L State P Zip I Ll3 Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name 11 fLOOPS c-• Phone # Contractor's Address 16W City AO -4.t -- State mo 40-64- Zip 333 / Qualifier Name L' LA 0/\4 #4 - g-erb Phone # State Certificate or Registration No. r r C -(3.S 3V Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: 16 0c)t 1 O0 .t 0 C 61\.s7 "Tzc c- Rioo r S ce_7u Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 17,0 d0 ❑Alteration RECEIVED JUN A6 2006 AAA BY: iaZ Electrical Plumbing Mechanical Jot STtT Permit Fee $ Training/Education Fee $ County Miami -Dade Zip QNew 0 Repair/Replace 0 Demolition RAoP- k Q iii tAct - S t s k. ce Pc.a Jts-w p(. — r NO DPBR $ Code Enforcement $ Master Permit No. Phone # Square / Linear Footage Of Work: 2 9 (. Fr) s **** y * r6****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C CCF $ 1 C. zC CO /CC Technology Fee $ . 1- Zoning $ Double Fee $ Permit No.l\k O \r Phone # Wz74 Now oupt Total Fee Now Due $ 3241 . 10 See Reverse side –+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign: Print: ( Owner or A - nt The foregoing instrument was ac owledged before me this 5 The foregoing instrument was acicnowledged before me this 5 who is personally lcnown to me or who has produced who is personally lcnown to me or who has produced ,Peso Q ! s identification and who did take an oath. NOTARY My Commission Expires: /1;64. • *** * *.* * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) 7 Signature Contractor identification and who did take an oath. Errol Richards NOTARY .. I: LIC: •r Errol Richards My Commission DD224654 • My Commission 0D224654 ( Expires October 04,2007 �� ' . w Expires October 04, 2007 .r Sign: _ JO Print: E� Ri �( My Commission Expires: • oC.F '' 5E0 * * * * * * * * * * * * * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NCP O b r I ) TAX FOLIO NO. 1 3206 - 0) 3 - ago STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: M'IlA -w'Z• &1d(Oi.8S sC3-C_. 2_ /o7 to it Lock #-1 to 2. Description of improvement: e -v0PAN 9 _ 3. Owner(s) name and address: MASS)* \l 3 s4 4)L L ' ( f 2 f s Interest in property: 12. rye 10 1 s723t37 Name and address of fee simple titleholder: 4. Contractor's name and address: At-t Q-dt 5. Surety: (Payment bond required by owner from contractor, Name and address: Amount of bond $ 6. Lender's name and address: Ci4 .0 7. Persons within the state of Florida designated by Owner upon whom notices or other provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Signature of 0 . ner Print Owner's Name f E,( - e /SOtd Sworn to and sub 123.01 -52 PAGE 4 8/02 Notary Public Print Notary's My commission expires: d Ti �� �- H PL 5 33 STATE OF FLO,lIUA, LUU1v 1 v OF uNVE i f an i! ) .REBY CERTIFY that this is a true ^ y of the n,n 1 Fled in Mr; olfl �ccee o day of `—`''___ A r `O .C/W 'T•JESS my hand and Official; - IMr it N/ 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: N 9. Expiration date of this Notice of Commencement: (the expiration different o is s.ecified) itk r1Uv11V, [rim, date is 1 before me this _Tday of - , 20V Expires October 04, 2007 C:FN 200680621393 OR B1; 24606 Ps 3135; (1Ps ) RECORDED 06/08/2006 10:58:04 HARVEY RUVIN? CLERK OF COURT P1IAt1I -DADE COUNTY? FLORIDA LAST PAGE year from the date of recording unless a Prepared by 111111111111111111111111111111111111111111111 ments may be served as Errol Richards Address: '' ( 'V�'!S.0 7/C1 cr • M Commtssion DD224654 l 06z-i 147.(49 332,3 ROOF ASSEMBUES AND ROOFTOP STRUCTURES 1 . Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. V OE, �5�t Section A (General Information) Master Permit No.__ No. Contractor's Name 4 gat t2.ocl=s..*&- - . Job Address 12 Ne 101 STOorri ( Sky ttc RIXIE CATEGORY 0 Low Slope ❑ Mechanically Fastened Tile 0 Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles C7 tt escriptive BUR -RAS 150 ROOF TYPE ❑ New Roof O'Rerooting ❑ Recovering ROOF SYSTEM 1 INFORMATION �y f r Low Slope Roof Area (SF) 495 ` g / Steep Sloped Root Area (SF) RECEIVE lP' JUN 0 6 2006 BY 0 Repair 0 Maintenance 'Mortar /Adhesive Set Tile cL �) /tI itR 3 l � I Total (SF) Section 8 (Roof Plan) Sketch Root Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 5.32 ... • • • • ... • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • • KtORiDA Rt7:i rum: ^rums _ rsire rMnrr. F-7 Surfacing: 1 Florida Building Code Edition 2001 High Velocity Hurricane Zone Uniform Permit Application Form 1 Section C (Love Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer i If a component is not used. identify as "NA') System Manufacturer: NOA No __O 3 OSot • 02 Design Wind Pressures, From RAS 128 or Calculations: Pmax i . - 52 Pmax2: ?•3 Pmax3: 7181. • cf Max. Design Pressure, From the Specific NOA System: _._ -- 5 2 • psi Deck: *l � Type: t- IWvoD Gauge � tr Slope: f ! T 12_ v AnchorBase Sheet & No. of Ply(s): 4 4-3 #. 1 Anchor /Base Sheet Fastener /Bonding Material: - rsn& Tar- Q • S • \1 i) S Insulation Base Layer: Base Insulation Size and Thickness: N Base Insulation Fastener /Bonding Material: Top Insulation Layer: _ Top insulation Size and Thickness: Top Insulation Fastener/Bonding Material: N I'1 Base Sheet(s) & No. of Ply(s): Ft" Base Sheet Fastener/Bonding Material: . • -- i - '• • • ••• • • • • • • • •• • Ply Sheet(s) & No. of Ply(s): P1'( Z Ply Sheet FastenerfBonding Material: • • • ..• • • _[�s,2Nr -cr Y � � 4 f. • • •• Top Ply : N106 eti t ea Tunnaj I ?-o i' . Top Ply Fastener./Bonding Material: • • • • • • • • • • • • • ASPNAt_T ?y Pe of [� •: • • • . • • - -..... •• • l / • • • • • • • The 70 a c c5 3 F7 ••••••• • • • • • • • • •• • • • • • • • • • • • • ••• • Fastener Spacing for Anchor/Base Sheet Attachment Field: G ' oc @ Lap. ft Rows 2 C " oc Perimeter: .t oc Lap. # Rows 4- @- L oc Corner: Imo ' oc @ Lap. n Rows C4 (4 t " oc Number of Fasteners Per Insulation Board Field_h_g___ Perimeter NA Corner NR- Illustrate Components Noted and Details as Applicable: Woodblocking,.Gutter, Edge Termination. Stripping, Flashing, Continuous Cleat. Cant Strip, Base Flashing, Counter- Flashing. Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing. Component Materiai. Material Thickness, Fastener Type. Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. (ho,7xFffrD 1 -O t ; n FT Ne i Parapet Height • • • • s7�� • •• • • • • • fit(wc,08:! X A FT ( 0 Mean Roof Height • • • • • • • • • • • • • • • • 000 • • • 0410 • • Florida Building Code Edition 2001 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M If the M values are greater than or equal to the M, values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment -Based Tile Calculations Per RAS 127" (P xd -2vi = 1,3•x) - Mg: Co = M NORM, 86 •,:4 (P :j004. x AO•285 = 21.01- ) - Mg: 6•I' = M 2 2z.• NOA M g'' • (P A0•z = 2`} •o?- ) - Mg: 6•IY =M z-• 15 NOA M, 8'6 •b( Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M From Table Below NOA M, M, Required Moment Resistance* . Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 " 42.2 3 :12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 . 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 `Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift -based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F, values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P xI: = xw:= )- W:xcos 9: =F, NOA F' (P xI: =_xw:= _)- W:xcos 0: =F NOA Fl (P xI: _ xw := )- W :xcos 6: =F NOA Fl 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 PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier d • • N ®A • • • • • • • Restoring Moment due to Gravity M • • N9 • • • Attachment Resistance M, 4,.. type, • • • • • • • Required Moment Resistance M, Calculated Minimum Attachment Resistance F' • NOA • • • Required Uplift Resistance F, :: : • • t'alculite4 • : • : : : Average Tile Weight W • :: IOA • : :: • • :: : Tile Dimensions I= Ieriggh w = width • NOA • • • • • All calculations must be submitted to tha 8ii !ding Official at the•tirna of permit application. • • • • • - • • IPS • - - • • • • • • • • • • • • • • • • 000 • • • 0410 • • 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 govein the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. KM 7 Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ,r 1 3 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. .i 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: /fl Zl 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. �m 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7V_7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the buildipg• itse : Tte athbunt of attic ventilation shall not be reduced. It may be beneficial to consider additional yP ujhirhjr result in extending the service life of the roof. • Owner' /Agent's Signature •• ••• •• • • • •• ••• • • • • .•.. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • • • ••• • • • • • ••• . ... CeO.r.r.,, ..1 Srni.,.vi.u.LL.r.l Sr111.STr parn n y.r. I.ann rilmC..v.1.I0,OI:Ll rrnsecrI0r ISIS/11.0n • • • • •• •• • •••• • •• •• r • • o • • • • • • • • • • • • 7 • • s --r •-- • • Date Contractor's Signatur • • • • • • •• 1. 0 11141.1ING CODE (OM -" .IANCIs OFFICE. (IMCCU) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) - GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product leview Committee to be tge:1 in ?.fia:ni Dade County and other are:ic where alluwccl by the. Anthority I laving Jurisdiction (AM). '1 his 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 Ai-U (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 AHI 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 lone of the Florida Building Code. DE4SCRIPTION: GAF Ruberoide Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear apennanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL. of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVlINA'1'1ON of this NOA will occur after the expiration date or if there has been a revision or change in the mates ials, use, and/or manufacture afire product or process. Misuse of this NOA as an endorsement of any produok for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply ail with section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA cumber precede] by the words Miatni -Dade County, Florida, and followed by the expiration date nwy be displayed in advertising literature. If any portion of the NOA is displayed, thou it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the nianufacttuer or its distributors toad shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 1/02- 0408.I() and consists of pages 1 through 31. The submitted documentation was reviewed by Frank ?..ulcaga, RRC. • ••• • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAFLER STREW. SUff E 1603 MIAMI, FLOIUDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 •• • • • 0 •• • • NOA No; 03-0501.02 Expiration Date: 11/116/08 Approval Date:10/23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL to o Sub-Category: Deck 7�►ne: Maxbnum Desi n Pressure EMONirIEB§Ml TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Co ;tc.rete Primer (Matrix" 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix" Fibered 305 Emulsion) GAF Premium Fired Aluminum Roof Coating (Matrix"' System Pro Aluminum Roof Coating Fibcrcd 301) GAP Jetblaclt All Weather Plastic Cement (Matrix" Standard Wet/Dry Roof Cement 204) GAFGLAS 075® GAFGLAS #80 Ultitna" Base Sheet GAFGLAS Flex Ply" 6 GAFGI.AS Ply 4® CIAFGL AS®Mincral Surfaced Cap Sheet GAPGLAS® STRATAVENT® Eliminator Perforated Roofing SBS/AI'P, Modified Bitumen Wood -75 psf See General Limitation *1 Dimensions 5, 55 gallons 60 Ib. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM 1) 2824 AS1'M D 3019 ASTM D 3409 ASTM D 4601 ASCM 1)4601 ASTM D 2175 ASTM J 2178 ASTM 17 3909 ASTM D3672 ASTM IJ 4897 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 00 0 00 0 00 • 0 0 00 v 0 00 0 + 0 • 0 0 0 _ 0 0 : 0 Product Description Asphalt coaciete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or eurulsion. GAF NfineralShie]d® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibcred aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coat.�d glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glans felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber rat cap sheet surfaced with mineral granules. Fiberglass base shut coated on both sides with asphalt. Surfaced ou the bottom side with mineral granules embedded in asphaltic coating with f t tic Cory perforations. NUA No: 03- 0501.02 F.xpiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 - • rrodud RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170 FR TORCll Ruberoid® 20 Ruberoid® 30 Rubcroid® 30 FR RUH EROID® ULTRACLADO SBS RUI3EROID® Dual Fit Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix System Pro Aluminum Roof Coating Fibercd 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt L A Asphalt P Shingle - Mater" Undcrlaymeat Tile -Mate Modified Tlase Sheet Dimensions 39.37" (1 ureter) Wide 39.37" (l meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 teeter) Wide 39.37" (1 meter) Wide . 5 gallons 5 gallons J00lb. cartons, ASTM D312, Ieuerply mopping- and surfacing asphalt bulk Types 1, II, III and IV 601b. lags 4 sq. roll 30 lbs. 1.5 sq. roll 0 c 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 D6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 0 0 0 None ASTM D2324, Type I Fiberglass reinforced shingle underpayment ASTM D 5147 St1S modified asphalt base sheet and ieiterply sheet reinforce with a glass fiber -rant tile underlayim nt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 hOA No: 03- 0501 -02 - 0 Expiration Date: 11/06/0S Approval fl e:10/2.3/03 Page 4 of 32 0 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen mx -f brane, granule stufacc. 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 irrnrbr utc, granule surfacr.. SBS modified asphalt base sheet reinforce with a glass fiber inat 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.i Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer- modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in mewl or plastic. Mineral colloidal bituuiinons emulsion with reflective alumintuu flakes Non- fibered. Alumimtm pigmented, asphalt roof coating SEBS modified asphalt APPROVED INSULATIONS: Product Name FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number ASAP Product Niunc 1. GAFITTE® (Drill-Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTI TE® (Drill-Tec®) 3. GAM ITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. . Dekfast Fasteners #12, #14 & #15 7. Dekfast ELT. Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearink Plastic Plate 12. tiles fast Fastener TABLE 2 Product Description Glass fiber/NTineral fiber insulation Polyisocyanurate foam 1 rockwool 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 galvalurne stress plates. Round polypropylene stress plates Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polyptopylenc locking plate. Insulation fastener for wood and steel. Galvalume stress plate._ Polypropylene round Elate Insulation fastener assembly with recessed 0 p iT l 1a9c 0 O O 0 0 O e •'O O o o e 00 e e 0 O 0? O - - -o- 0 0 0 00 00e 0e 0 00 00 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 e eee e e 5 e 0 05 e o 0 0 0 0 0 000: 0 O e e e e e - 00 O 00 O 00 O 000 0 0 0 0 0 0 e O e e O e o oo0 0 O 0 0 0 0 o O 00 0 0 0 0 0 0 eo e o 0 0 I)imensions 2 7:8" x 3'A" 3 "x354" 3" round 3" square 3.2" Manufacturer (With Current NOA) Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufnctnrcr (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 31" GAF Materials Corp. 3" and 3 GAF Materials Cap. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners ins ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Julius Manville NOA No 03- 1502.02 Expiradon Date: I1N6/08 Approval Date:10/23/03 Puge 7 0'32 • WOOD DECK SYSTEM LIMITATIONS: 1. A•slip sheet is required with Ply 4 and Flex Ply ' 6 when used as a mechanically fastened base ar anchor sheet_ 2. Mlnimuna IW Dens Deck or 2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically clutched using the fastening pattern of the top layer 3. A11 st:uulard 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 wium 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 sidclap 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 he at a minimum raze of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum t'edgn presavre of -45 psf. 5. Fastener spacing fur insulation attachment is based on a Minimum Characteristic Force (F) value of 275 ibf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, ax field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a mininwm fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signet and sealed by a Florida Registered F?ngineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Stand:int RAS 117 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall bG increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Litnitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, rental prune, and/or flashing termination designs shall confcxm with Roofing Application Standanl RAS 111 and applicable wind load requirements. 9. The tnaxirum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. licld, perimeters, and corners). Neither rational analysis, nor extra fiolatinn shall be permitted for cuhanued fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 wiII not he applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B of the Florida Administrative C:nle:. EN» Or THIS ACCEPTANCE •• ••• • • • • • •• • • • • • • • • • •• • •• •• • • • •• • • • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • •• • • • • • • • • • • • • • •• • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • ••• • • • • • ••• • • NOA No: 03-0501-02 Rxpirathun pate: 11/06/013 Approval nate:10/23/03 Page 32 of 32 ROOFING SYSTEMS (TGFTI) -- Continued Base Sheet (Optional): One or more Layers Type 61, G2 or G3. Membrane One or more layers of "Ruberoid Torch" (smooth or graeute), "Ruberoid Torch Plus" (gramrte). "Ruberoid Mop- (granule) or "P• :void Mop Plus" (granule). Coating: Karnak No. 91, 1-1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers pertite, glass fiber, isocyanurate, urethane, pertite / isucyanurate composite, pertite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers of type G2 ur G3. Ply Sheet (Optional): One or mure layers of Type 61. Membrane: One or more layers of "Ruberoid Torch (snrnoth or granule), " Ruberoid Torch Pius (granule.), 'Ruberoid Map' (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal/sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or mure layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (srnuoth or granule), "Ruberoid ford' Plus" (granule). Surfadng Optional): Karnak "No. 97' or "169" at 1 -3 gat/sq or Grundy Ind. `20 F Emulsion at 3 ga(/sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane. pertite /isocyanti,ate composite, pertite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch (smooth or granule), "Ruberoid Torch Plus" (granule), 'Ruberoid Mop' (smooth or granule) or "Ruberoid Mop Plus (granule). Surfacing: Gravel. 7. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers pertite. wood fiber, glass fiber, isocyanurate, urethane. perlite/isocya,wrate composite, (entice/ urethane composite. wood fiber/isocyanurate composite. phenolic. Base Sheet Two or more tayers of Type G2 or G3. Ply Sheet (Optional): One or mure layers of Type G1. • Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" ( granule). 'Ruberoid Map' (smooth or granule) or - Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gat/sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more layers pertite, glass fiber, 3/4 in. niin, isocyanurate, urethane, pertite/isocyanurate composite, pertite /urethane composite, phenolic. 1 -1/2 in. min_ Base Sheet (Optional): One or more layers of Type e1, G2 or 63. Membrane: One or more layers of `Ruberoid Torch` (smooth or granule), 'Ruberoid Torch Plus" (granule), °Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfadng: "AL MB Aluminum Roof Coating" at 1 -2 gat/sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite / isocyanurate composite, pertite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or mole layers of Type G2 "GAFGLAS 1175 Base Sheet', hot mopped or mechauicalty fastened in place. Pty Sheet: One or more layers of Type GI "CAFGLAS Pty 4', hot mopped in. place. Membrane: "Ruberoid Mop FR' (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat EmazI ton at 3 gat/sq. 10. Deck C -15/32 incline: 1/2 Insulation (Optional): One or snore layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, pertite/isocyanurate composite, pertite/ s urethane composite, phenolic. 1 -1/2 in. min. • • Base Sheet One or mote Layers of Type G2 " GAFGLAS 1175 Base Sheet", f ee hot mopped or mechanically fastened in place. Pty Sheet One or more Layers of Type G1 " GAFGLAS Ply 4", or "GAFGLAS �• Pty 6' hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). • • • • • • • • • • Surfacing (Optional): GAF Fibered Aluminum Coating et 1 -1f= gd ft ps; GAF Weather Coat Emulsion at 3 get/se- • • • • • • t * 1. Deck C -15/32 Incline: 1/2 • • • • • • • • Insulation: Isocyanurat..e. Z in. min., weed fiber, penile or gl ss fiber, '.e,e,i19 any thickness, hot mopped or mechar eetly fastened in place. Joints offset 6 in. • • • • Base Sheet One or more layers of Type G2 "GACet5S 571 Base:Sh:et;, : — ?; . hot 'mopped or mechanically fastened in place. • • • • • • • • • Ply Sheet (Optionat): One or more layers uf Type gf "(i/rtI.AS Ply, !" or "Ply 6" hot mopped in place. Membrane: 'Ruherotd Torch FR' (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or '.:GAF Weather Coat Emulsion at 3 gat/sq. • • • • • • • • • • • • • RQOF COWING MATERIALS (TEVT) LOOIt IjARIC o 1 DUCT • •• • • • ••• • • ROOF COVERING MATERIALS (TEVi) 135 ROOFING SYSTEMS (TGFIJ)— Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isucyanua,te, pertite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Rase Sheet: One or more layers of Type G2 " GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Pty Sheet One or mute Layers of Type G1 " GAFGLAS Ply 4" or `Pty 6 ", hot mopped in place. Membrane: "Ruberoid lords Fn (granule). Surfacing (Optional): GAF Filtered Aluminum Coating at 1 -1/2 gat/.q or GAF Weather Coat Emulsion at 3 gal/sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isucy.murate, woad fiber board. pellite, gees fiber, any thickness, hot ;uuppcd (TT mechanically fastened in piece. Joints offset 6 in. Base Sheet One or more layers of Type 62 - GAFGLAS 1175 Base SFscer, hot mopped in place. Ply Sheet (Optional): One nr more tayers of Type 61 "GAFGI AS Ply 4" or °Pty 6" hot mopped in place. Membrane: " Ruberoid Torch ER" (granule). Surfacing (Optional): 'GAF Tibeied Aluminum Coating at 1 -1/2 gat/se or GAF Weather Coat Emulsion at 3 gal/sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, pertite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6. in. Base Sheet One or more layers of - GAFGLAS 075 Base Sheer, hot mopped in place. Ply Sheet Optional): One or more layers of - GAF GIAS Ply 4" or "Pty 6° hot mopped in place. Membrane: "Ruberoid Torch FR' (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gat/sq nr F Fibered Aluminum (eating at 1 -1/2 gal /sq. eck: C -15/32 Incline: 1/2 Insulation (optional): Pertite, fiber glass, isocyanurate, urethane, pertite/ isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mapped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. • Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR' (granule). Deck: C -15/32 Incline: 1/2 ' Insulation (Optional): Pertite, fiber glass, isocyanurate, urethane, pertite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G -2 or 6 -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type 6 -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch' or "Raberoid Mop" (smooth). Membrane: One layer of 'Ruberoid Torch iR" or "Ruberoid Mop FR" (granule) 17. Dec*: NC Incline: 1 Insulation (Optional): Pertite, fiber glass, wood fiber, isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet. hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of 'Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optionat): Pertite, fiber glass, wood fiber, isocyanurate, urethane. pertite / isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers u t lype 6-2 or G -3 bast sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layer: of Type G -1, hot mopped in ptare- Membrane: One layer of "Ruberoid Torch' (smooth), "Ruberoid Mop" (smooth)_ • • Membrane: One layer of "Ruberoid Torch FR', "Ruberoid Mop FR" or • • nuberoid Mop 170 FR° ( granute). IV: NC Incline: 1/2 • • Insulation (Optional): One or more layers of pertite, glass fiber, • • larcyanurate. nrethene, pertite /isn.y "nurate composite ur phenolic, any thickness. Base Sheet: One or more plies f1 or 62, Trot mopped or adhered with • •Karnak Chenii. at Co. - No. 81° or Gibson -Homan 'Nu. 6160" cold applied • :adG' 4ve at 1.1/2 gal/sq. • •gimiL one: One layer of 'Ruberoid Mop FR" or "Ruberoid Mop 170 FR° • • lerayu'te), hot mopped or adhered with Karnak Chemical Co. "No. 81" or liibsun -Boman "No. 6160' cold applied adhesive at 1 -1/2 gat/sq- 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisotyanutate, any thickness_ • ; Ba3e Sheet "GAFGLAS P75" (Type G2), mechanically attached. ACCEPTANCE N : Q1: 0 3 Not= The Apical accepted Ann test methods Ind properties d dame are pry 3. � tvs _ by TATIONS 3.1 Fire_ classific Asemnbly fir fire cadets. ee not pat tlftb� acceinfince. R$1 to the 3.2 Polyps* AFiJ60 be used with 'ed Roof Tile Stanfield R�4 1s0. beet fi t ' profiles. the 3.4 , i Application adb re &r the use ro ti.Dmcia � AK.6o ,F ne a° , a for Pw to t AH160 root* with the aeconbace with PA 101 10 ho shell rest in nerrAumlopt 41 Polyprcent l veldt say m t a a comsat lists uplift nsistenee Woes vat 4.3 ►1�►H16t1 thett! ot<AIHI IAA that section sad the be P essemb a adhesive =admen with the use oli AHl sack= attaehment nuisance. expressed de sJ,e is an bated swank to meet or =weed tile assembly NOA RA$ 127, The adbedve iftedligat data is acted In the root 4.3 �ooedeno � °Op shall be is Appliendot Standard Palma, AH1t0! Bad P4odwate, 4.4 Insedlatinn new be by tna ay 'ahem � ` rPpt+ovedaed wed anima to the audios* 44 mioo �dte having j rberse ion. a °tom say adbesim be meintained Ilia 4* ode bet, •A t g won shell of and between 1.0 -1.15 (A) : 1.0(8) lb Q0175m0.j50��� timer shall be set tio shdl deriver be approved, mad at adibneion. No other settings 4.6 dpi ARNO Shan be applied with Fo p RTPi000 or Pty 30 dt 100 4.7 ARNO shall not be calmed perueeteady to • • .. ... • • • • • .. • 11411 ACCEPTANCE No.: Q n AD nesnic '[.PIC T DETAIL 2 &HOLE PATTY 00* • • • • 0,0 • • • • • • • • • • • • • OS* • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • SO* • • •• ••• • • •t�- -- • Fludg 2Wolym mac • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • •• • • •• • • •• • ACCEPTANCE No. : Wawa ADHESIVE DETAIL 3 Douala PATTY •• ••• • • • • • • • • • • • • • • • r- f ��•�► - Central FaandrZidcues. RAC Paosbrz • . • • • • • • • • • . . • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • •• • •• • •• • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • • • • • •• ••• • • • ••• • • £1 sr., W714 1O: Of 774-'0Ri -iO4∎1 ACCEPTANCE No. : pl- aszLa; itcacwal of this Am:prows (approval) dun be votaidesd alter a t eider Of) ]ears. 8 dam. art no 2. Any and all approvad producer shall ba pansancntly a� and du 6vtic�orbg b5e3od with the t� name. city, liy► salted in the Pradr� Control Approval', or as 3' Renewais of Acosta= in not be considered iL product mutt da prod Wax Florida swi 8t Code B �' ° of this °1 � holder bas � an late one o approved. wag Ow comet p with an the of this b. Tiro product is an looser the d entanudthey cum ki tanninthinn &ibis Mamma, laden Oar *Anew approval has been hr ' b la hs dooa doe labially 4. Aay revision or claw in tba Trials, ending nanointhun of the calm repeseed (Womb tbs firm of a rwlslo,r ai8r appropriate foo and grautod by rbia S. Airy attic thiloories alien err tagrassds err gernovat oftib Ihsaddiss ry pardonneac s oFffiis product or b. ooa as as of any product. Ow salak admrdsing or any IL Thy Notice 1;1M:wow =mbar mordant by womb b, .P on o f, aed *i g f �aptmaoe interlard, ens ttshan bed/min itn if a7 pottier of Notice of 7. A arroyo? oa+idmd al vial as and °fir doct alma it Asti d+ ajobsitetoad>� -m wits ��L err mat mood oar maid tbo=pica & hang OP comply lift ow onion ofd* Aaoaptauoa damn be noose ibr nworinatica sod removal of iii OF 11E5 ACCEPTANCE • • • • • • . . . . TIJL T URPT 11%A/ 1LR.• . • • • • • MIAMI -DADS COUNTY, FLORIDA MIA MFDADE METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) MI 140 �YEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE NOA Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 SCOPE: applicable rules and regulations governing the use of construction materials. This NOA is being issued under the app The documentation submitted has been reviewed by M n Dami Dade County and Control Division where allowed acc by the Board of Rules and Appeals (BORA) to be used Authority Having Jurisdiction (AHJ). ct Control This NOA shall not be valid after the expiration date stated below. The Miami-Dade County P the nt to ty and/or the AHJ (in areas other than Miami Dade County) h ave Division (In Miami Dade Coun } have this product or material tested for quality assurance purposes. If this product or material fails to perform in the P the acce P ter manner, the manufacturer will incur the expense 1 within their urisd cteon�. may reserves revoke, modify, or suspend the use of such product or material the right to revoke this acceptance, if it is determined by Miami -Dade County P roduct Control Division that this product or material fails to meet the requirements of the applicable building This product is approved as described herein, and has been designed to comply with thc High Velocity l lurricanc Zone of thc Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer nless me or logo, city hstain and following statement: "Miami -Dade County Product Control Approved", RENEWAL of this NOA shall be considered after a renewal applicatio ce Cob en filed duct. there has been no change in the applicable building code negatively affecting the Pe TERMINATION of this NOA will occur after the expiration date or if therNOA been s an revi or cof hange in the materials, use, and/or manufacture of the product c ally t erminate this NOA. Failure to comply product, for sales, advertising or any other purpo s shall automa with any section of this NOA shall be cause for termination and removal of NOA. Florida, and followed by ADVERTISEMENT: The NOA number preceded by �tue If any portion the NOA is displayed, then it shall the expiration date may be displayed in advertising literature. INSPECTION: done in its entirety. ION: A copy of this entire NOA shall be provided to the user byt the manufacturer or its distributors and shall be available for inspection at the job site at the request of thc Building Official. This NOA consists of pages 1 through 7. • Fr •C•�ul • • RRe The submitted documentation was reviewe'tl,by • . • • •, • • • • • • • • •• ••• •• w • • •• • • • - • • • • • • • • • • • • • • • • • • • •••• •••• • • • • • • • • • • • • • • • • • • • • • ••• ••• •• • •• •• • • • • • • ••• • • • ••• • • • • • • . • • • ••• • • • • • • • • • • • • • •.• • • • . •• •• • • ••• • • NOA No.: 02- 1205.05 Expiratlon Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Roofing Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile in Villa, Roll, 2 and this Capri C Notice to Acceptance. o Tile, Fas manufactured Monier Lifetile LLC and described applicable Building Code does not locations where the pressure requirements, as determined by app exceed the design pressure values obtained by calculations n mp withaR RAS 127 using g the values listed in section 4 herein. The attachment calculations system. 2. PRODUCT DESCRIPTION Manufactured b Applicant DimCpS1ons Monier Lifetile LLC Villa & Roll Monier Lifeitilc LLC Capri Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Identifier Test�cncY Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi i ering, Inc. co, f Low Profile Roofing Tiles Concrete 1= 16'/:" w = 13" y thick L = 17" W= 123/8 , y :" thick 1= varies w = varies varying thickness 7161 -03 Appendix 111 7161 -03 Appendix II Pt2402••• • • • •• 94•06 94 -084 •• •• •••.• • . • •• • • • Test Specifications PA 112 PA 112 PA112 •• '••• •• .• •• Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdr?wgI.Resistancc Testing of • •screw trs smooth shank nails • • Pgvc Upl Test PA 101 (Adhesive Set) Static Uplift Testing p� t0 t (Mortar Sct) • •• •• • • • • • ••• •• •• • •• • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • . • • • - • • • • • • • • ••• • • Product Description Low profile, interlocking, high pros w one extruded concrete roof tile equipped nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, high pressure extruded concrete roof tilt equipped with one nail hole and double roll ribs. For direct deck or battcncd nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieccs for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Date Dec. 1991 Dec. 1991 Scpt. 1993 March, 1994 May 1994 NOA No.: 02- 1205.05 E:piratlon Date: 12/16/07 Approval Date: 01/02/03 Page 2of7 Test A encY Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied . Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 709 -1 25- 709 - 25 709 - 4 Project No. 307025 Test #MDC-76 25- 7183 - 25-7183 -2 25-7214 - 25- 7214 - 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations 25 -7496 25 -7584 25- 7804b -8 25- 780 -4 & 5 25- 7848 - EvaluatiofCaloulatipne Mrodymamic Multipliers Evaluation Calculations Evaluation Calculations Test Name/Re ort Date Wind Tunnel Testing • PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nail -On) Physical Properties PA 112 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) Wind Driven Rain PA 100 Static Uplift Testing PA102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) 'Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 • • .. Evaluation Calcvbthr2s ':.T` :o. �a Adhesive Set System . • • .... ..... . . . . .... . .... • ..... . ... . . . ... • • . . • .. • .... ... • • • . • • . . • . . • . . .. • . . . • • • • • • •• .. • • • .. • • ... • • . ... • . 0 July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 199 Feb. 1995 Feb. 1995 March, 1995 Scp. 1998 Dec. 1998 March 1999 March 1995 February 1996 April 1996 December 1996 April 1999 April 1999 NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this lic eptan a static field uplift test shall be performed in 3.2 For mortar or adhesive set tile app to perform accordance with RAS 106. 3.3 Applicant shall retain the services of a MZ ai -D�d iY A Such testing shalbersubmitted to quarterly test in accordance with TAS PPe the Building Code Compliance Office for review. applicable Roofing Applications 3.4 Minimum underlayment shall be in compliance with the app Standards listed section 4.1 herein. locations may be installed perpendicular to the roof slope 3.5 30/90 hot mopped underlayment app unless stated otherwise by the underlayment requirements shall be in compliance with applicable This acceptance is for blebuilding code! 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Ro Standard its components shall be ent ent t 19, and installed in strict compliance with Roofing App RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Ca • ri Tile Tile Profile Monier Lifetile Villa, Roll and Ca • ri Tile Table 2: Aerod namic Multi • liers - ft 7. (ft ) Batten A • • lication 0.267 � (ft) Direct Deck A • • lication 0.289 Tile Profile Monier Lifetile Villa, Roll, and Ca • ri Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7 ":12" or reater Battens Direct Deck • . ... • • • • • .. • • • • • • • . . . • • • • • •• .•. •. • • • •• • • • • • • •.•• •• • • • • • • • • •••• • • • • •••••'••••••••• • • • ••• • • • • • •• • •.. • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • .• .. • • • • • • .• •. ••• • O. • ••• • • NOA No.: 02-1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Tile Profile Monier Lifetile Villa, Roll. and Capri Tile Expressed as a Moment - Mr (ft-lbf) Table 4: Attachment Resistance or Naii On S terns Direct Deck (min. 19132" plywood) Fastener Type 2 -10d Rin" Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail Field Cli 1 -10d Smooth or Screw Shank Nail Eave Cli • 2 -10d Smooth or Screw Shank Nails Field Cli 2 -10d Smooth or Screw Shank Nails Eave Ch. Direct Deck (min 15132" plywood) 27.8 8.8 16.4 25.8 19.0 31.9 11.8 21.9 25.8 19.0 31.9 67.5 2 -10d Rin" Shank Nails 43.0 1 Installation with a 4 - We headla and fastemers are located a min. of 2W from head of tile. Battens 49.1 34.8 50.9 28.8 22.9 ressed as a Moment Mr (ft-lbf) for Two Pa Table 5: Attachment Resistance Adhesive Set S stems Minimum Attachment Resistance 26.1 Tile Profile Tile Application Adhesive Monier Lifetile Villa, Roll, and Capri Tile a ents grams. 2 See m Products corn • • installation y TiileBond Averageweight per p tty 11.4 3 Flexible Products Company Pol oam Product, Inc. Avera a wei • ht • er • at 8 • rams. ressed as a Moment - Mr (ft-Ibf) Table 5A: Attachment Resistance dheslve Set S stems for Sin le Pa Minimum Attachment Resistance 86.61 Tile Profile Tile Application Pol oam Pol Pro"" Pot oam Pol Monier Lifetile Villa, Roll, and Gatti Tile 4 La • e • ad • • lacement of 54 • rams of Po Pro n "'. 5 Medium • add • lacement of 24 • rams of Poi Pro"". • • • • • • •.. • • • • • . • ••• •• • •• • • • •• . • •••• ••• •••• • • • •• • 00• • • • • • 8410 • • • • • • • • • • • • • • • • 0 0 0 • • • • • • • • • • • • • • .• .• • • • •• 00 088 • • • 080 • • • .: • 4141 • ..• . • • • • • • . • . . . • .. • •• • • . • • • • •• • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5B: Attachment Resistance Ex re ste d as a Moment - Mf (ft-Ibf) for Mortar Set Tile Profile Monier Lifetile Villa, Roll, and Capri Tile Tile ; A. • lication Mortar Set Attachment Resistance 20.60 5. LABELING All tiles shall bear the imprint or identifiable maring of the e manufacturer's name or logo, or following statement: "Miami -Dade County Product 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. applicable building 6.1.2 Any other documents required by the Building Official or app code in order to property evaluate the installation of this system. PROFILE DRAWINGS NAll HOLE 11- 314""' 1 MONIER LIFETILE VILLA CONCRETE ROOF TILE •• ••• • • • • • •• • • • • • • • • • • • •• • • • •• • • • • • • •• ••• • • • •: • •• • • .• • • 4 • • • • • • • Al :• • • • • • • • • • • • .• • • • • • • • • •• • !• • ' •• • • • • • • •A• • • • •• • ••• •; •• • ••. • • • •.• • • • • • • • • •• ••• • • • • • • • • •• • • • • ••• • • • • • • • • • • • • .• .. •• Villa NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6of7 MONIER LIFETILE ROLL CONCRETE ROOF ..• • • • • • • ••. • •• • ••• • •• ••• •;. r • • •• • • • • • • • • • MONIER 1Lf �ETd�.E� CR.! 94;Ire.R:ETE ROOF TILE •• ••• •• • • jD.O.F Tlt4S ACCEPTANrE ... • • • • ••.• ••.• ••• ••••• ••••• •••• •• • • • • •• • •. •• • • • ••• • • • • . • • ••• • • • • • • • • • • • • • • • •• •• • ••• • • NOA No.: 02- 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 BUILDING ® MIAMI SHORES VILLAGE, FLORIDA , ELECTRICAL ❑ PLUMBING ❑ PERMIT Np 9882 Contractor's ca r t ROOFING ❑ License No. T ❑ Work to be performed under this Permit Owner of Building M � rbr >k: t ;i. 's 14. isk tt.. i% fir, i; .s c,.• J -i t. ,..,"4-6 / r 4 a . v t., VS + .Vl a 4 + ' Architect A :1 r ( :, k 44.$ a i ! tm. > • Contractor It or Builder Lai - t Legal Lot Subdi- Description S ! l II Bi S 0 vision Address of ! (' Building . #`�./ - 4 C' t - Sy BY Date — 194! 3 L�1?,s' s ±. Sq. Ft. 1-: f Value of ° °` II Amount of Q Project $ to II Permit $ 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 applica- tion 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 a '8ve 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 respon- sibility for work done by his agents, servants or empjoyees. Signed 4) d `.- 1 " "fit– (•INSPECTOR) BY In consideration of the issuance to me of this permit I ag pertaining thereto and in strict conformity with the plans, drawi �f e to perform the work covered hereunder in compliance with all ordinances and regulations , statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work dea by either, myself, my agent, servant or employee. 4 �' ,¢'� l,;. ' ..f. t 1 J ig- "" 4 ;1— CONTRACTOR or BUIL" AUTHORITY Disapproved�� _ _ _ (Signed) (.�%1 � Chainnan _ Member Member Council Approved 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. Date �?— ,19. O w n e r ' s Name and Address l _ -- 4- � S . I c n f l A No._ iN. ... _ _. Street_ _ -1-. 1 r Registered Architect and /or Engineer... _ . . ... Name and address of licensed contractor_.. . V 5 . 7 6 , 1 w : w - [ I th 6 0 e Location and legal description of lot to be built on: Q A A Lot__ _ 11 Block t U ___ - -- - -. . _ Subdivision._.. `i k-StQv;Gf 3 e_C wl 0 Street and Number where work is to be done ` -�) 113 'E-- 10 1 S 7 - State work to, be done and purpose of building (by floors) a (Q L. ( ' SO 4 CT 15, W 1'3 P IASCU $ .&€4 ExLSrun- SoFF lrz Ipk,scil? - - Building Insp 3 or and for no other purpose. New Building Remodeling ✓ Addition Repairs No. of Stories.. To be constructed of Kind of foundation___. Roof Covering__ Estimated Total cost of improvements $ as • C3 Amount of Permit $ cp 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 foi said building. All notices with reference to the building and its construction may be sent to 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 Sec :ion 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 s contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. ,., t _ Remarks _. (Signed) _. _ .r2d2 n — ._ STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - - - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. (� Permit No �_Z" Date _.__.._I ( ___� Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires.. ANNING BOARD__. __ . . - DATE Member Member Member . _._... . 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. 10 cAtcu1-ro P o f ASc A ifV IL Iyy NAILS (ALOnl Evea'4 3 ' e FilscoA. pRe.s4 - 10T FA C 114 F F Sc- PAi.AR TOAce ' NJ341 L vNO GRAueL --�, S h''i`N groP oR vse TO "T D P - G IC ENO 0 P4if'SO41 S et-1 AN A)e.L 14 - -a >I U R cc \12 3,-;. t he vk 0E11- SLIQe so FF ) ew ALow0 IN To As►co s 'dl v 6 9 0 f 4-- E v e `2 y l Y q- L owl WI I✓ ver �T la 1-eio ---� soFP D s T ? C-e .io .. ct o t 3 J n 1 4-07 IDS Sec 1 - AMP PBro)b I ts POTTeO Ac4e.A poi G-eTTh N G. FASCIA og, saGFi� CA.)Ar vel Eve R\)) iv, o w C_e u re e NoA1. JecOT, BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building '�" ', o PERMIT Zv° Work to be performed under this Permit tt Architect Contractor •• or Builder .� �" r. "�..." �+ "' . r` e, erg, -,ar z :F Legal Lot 11 Description 11 B1 Address of Building MIAMI SHORES VILLAGE, FLORIDA Date 8175 Contractor's License No. Signed In consideration of the issuance to me of this permit I agree, , t pertaining thereto and in strict conformity with the plans, drawings; In accepting this permit I assume responsibility for all work done '. by r i' CONTRACTOR46 BUILDER A ,.. . ' BY t Subdi- vision Sq Ft t t Value of Y Amount of " Project $ ' 11 Permit $ 19I, 4 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 applica- tion 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 flrawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, seryettts o)r employee �` � •� 1 L(-IAi•PEC -0,[Z) BY perform the work covered hereunder in compliance with all ordinances and regulations atements or specifications submitted to the proper authorities of Miami Shores Village. either, my p)f, my agent, servant or employee. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building 1 A I Lot ! rr MIAMI SHORES VILLAGE. FLORIDA El ❑ DATF _ "° 195 ❑ PERMIT N? 3139 Contractors ; - . License No. 0 0 Work to be performed under this Permit B1 r =a Subdi- vision Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construc 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 cr in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed. BY INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY o, 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 a' building during progress of the work. Date Name and Address A 1 2 - 0 S No Registered Architect and /or Engineer. .... - _. Name and address of licensed contract Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done / Z SfI. /a State work to be done and purpose of building (by floors) STATE OF FLORIDA, COUNTY OF DADE. j ss uilding In . ' or Aarin_tz,, (.v, 13 41u-- ¥ and for no other purpose. New Building Remodeling v Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ -...1 7 ' ii 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 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 be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 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 th foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No is " Date ' ' ` Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida ( Signed) (4-J , 19.‘ Street 1.11.. ,,4:274' 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. BUILDING ❑ ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building PERMIT N? 13161 MIAMI SHORES VILLAGE, FLORIDA to be perform /D,FFF4 ar /NG d under this Permit Subdi- vision Value of Project $ This permit is granted to the contractor or builder named ab�e to construct the bui herefor in strict compliance with all ordinances pertaining thereto nd with the underst drawings, statements or specifications that may have been submitted to and approved b time if the work is not done in compliance with such ordinances or if the pl granted is the understanding that the contractor or builder named above as pertaining to the work covered hereby whether shown on the plans or dra done by his agents, servants or employees. BY DATF. "1* Contractor's License No. Amt. of Permit ing or to install the equipment or device described in the a l}ii on ng that the work will be performed in compliance with any plans, proper municipal authorities. This Permit may be revoke at any ithout authorization. A further condition upon which this Jrmit is sibility for a thorough knowled • e statements or •.ecifications a assumes responsibility ces and re lations r wo k 1N8 CTOR In consideration of the issuance to of this permit I a_ orm the work covered hereunder in compliance with all ordi' : ces and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications..submitted to the proper authoritie's of iami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. ! `� r CONTRACTOR OR BUILDER AUTHORITY MIAMI SHORES VILLAGE 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 rein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. ,./Cce-E,ca:7173-4 Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor X1:1 4- Location and legal description of lot to be built on: Lot Block S ubdiyision Street and Number where work is to be done /At, State work to be done and purpose of building (by floors) leste New Building To be constructed of Remodeling Addition Kind of Estimated Total cost of improvements $_,. Zone cubage required Permit No. Disapproved ( Signed) Council Approved BUILDING INSPECTION DEPARTMENT Date for making corrections Date - fo�abob .,... / �1 � v �j ., 19 No . - - treej/ / . A Ai and for no other purpose. Repairs No. of Stories Roof Covering Amount of Permit $_ Flan 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 s`ntractors orywork to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) 4 4 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, bein by me first duly sworn, upon oath deposes and says that he is the. of the above . escribed c uction, that he has ca ' fully rea the foregoing application, and that he did sign the same, and that all facts therein by -ftDCZ Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Insp My Commission Expires PLANNING BO:. ' D DATE Chairman Member Member Member Member Member Disapproved Date NOTE: A charge of $1.00 will be made 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. or changes to this application after approval has been obtained from