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ROOFINGMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. " Name For Inspector: Approved ,� -' Correction Re- Insp'n Fee Time AP AO .tea --a� Address a r \Z- Company Phone # o D°'// ❑ 2 %03. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B iding Inspection Request Date 3 Time Type Insp' Permit No. Name Address Compan Phone # For Inspector: Approved Correction Re- Insp'n Fee I/0/0 ar e& . 07f- - )7 _} o ❑ Address Company Phone # For Inspector: Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reques Date Type Insp'n ermit No. Name 0 3 Name & Date 1'. Phone # For Inspector. Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 -- Building Inspection Reques Date Type Insp'n ermit No. Name Address ('‘c>? At Compan _ c: - g og) Name & Date Date --Type Insp'n Permit No. .�N Address Company MIAMI SHORES VILLAGE BUILDING DEPART 305- 795 -2204 Building Inspection Request Phone # For Inspector• Approve G Correction Re- Insp'n Fee Name & Date r,,t)(,-- 4 7----//7/1_)1 Type Insp'n Permit No. Name Address -1+ Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305- 795 -2204 Bu :' nspection Request Date For Inspector: Approved Correction Re- Insp'n Fee &g, - oaa I/ :co Name & Date Date Type Insp'n Permit No. Name Address 1- Company Phone # For Inspector: Approved Correction MIAMI SHORES VILLAG BUILDING DEPARTMEN 305- 795 -2204 Build g_ do Request 4,9 cv /C. Name & Date Date Time Type Insp'n � — Permit No. � . ' ��ir ��` Name AddressC "rte g(.5 Company Phone # For Inspector: Approved /1 Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request ❑ ate • . ••• • PERMIT APPLICATION FOR MIAMI SHORES V3LL:AgE ... ; •• •• 10050 N.E. Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 3O5- 756 -8972 ; • • • Date 1.2-46 b Address aO .. 5 Tax Folio •; • • • •• • • : • • Legal Description Historically Designated: Yes • •' • . • • ....• • No • ; • • ••• Master Permit # .94; • c a /0 • . ••: . . I . :.. •• t,Ovner's Address _____ ,E,.. C k SC Phone •• : ...• • • •� . ••. 44 'ontracting Coe ^ � i�r -\t.. Q . C012. , Address V`is% fie. . S . /� Qualifier (��� •• Q pne State � I l � Municipal # Competency # Ins. Co. ` -� �. CSC. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: 1 f`1S' V/YL -ik,, S L' Ley t\... t 4 .43 t6 &�� Square Ft. Estimated Cost (value WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. 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. Furthermore, I authorize the above named contractor to do the work stated. Signa ure of owner and/or Condo President Date Sign ure of intractor or Owner Builder Date Date 'Notary as to Contracto pr Owner Builder ; 2 c c 857107 F ate My Commission Expires Comm. EIPIree _ 7122!03 �Qg at-- OF FEES: PERMIT 1�1,�� RADON C.C.F V NOTARY BON APPROVED: TOTAL DUE ,3 !O 1 . D V (4(' Zoning Building Electrical Notary as to Owner and/or Condo President My Commission Expires •• • • • • • l • •• • Mechanical Plumbing Structural Engineer age ielittlittidAvernie Mow 305 - 795 -2204 Pmntret ? nD�12 Applicant:. VICTOR Owner: LEONI V\ JOB ADDRESS: 262 NE 98 - Contractor CONTRERA ROOFING CORP r-6' Local Phone: Q p Parcel # 1132060134170 Fees: Description Amount FEE2002 -6948 Building Permit Application Fee $60.00 FEE2002 -6949 CCF $1.20 FEE2002 -6950 Buildier's Bond $300.00 Total Fees: $361.20 Total Fees: $361.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 6/3/2003 Construction Value: $1,600.00 Work: INSTALL ALTUSA "S" CLAY TILE IN NEW ADDITION If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. PEDRO JOSE PULGAR 63-8413/2670 31 NE 53RD ST. 4400389767 MIAMI, FL 33137 -2728 ORDER ER THE o� /�0�/ o � .(�,! ORDER OF F-�p -- ,� `°� ` •`� / \ ) \ \7� _— DOLLARS 1 9 Qi& Washington Mutual 111 Washington Mutual Bank, FA Biscayne Flnanclal Center 1747 A ; elseem Boulevard 24 hear o.rC u.t o omo '�"eptura.F1� ( Y4 n C uster Service NOTES ,':'267084 L 3 L':4401.1038976111711u 026 L Building Permit Permit Number: BP2002 -2100 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 5 & E1/2 OF 6 BLK 31 LOT SIZE DATE / w /6 W al y t5 LEONI VICTOR ST Contractor's Address: 1416 MICHIGAN AVE equipment or device described in the application herefor in strict compliance with all 2 6 1. th any plans, drawings, statements or specifications that may have been submitted to of done in compliance with such ordinances or if the plans are changed without tr or builder named above assumes the responsibility for a thorough knowledge of the s or in the statements or specifications and that he assumes responsibility for work done m rr' o.ar -e.o. BY: BY: Page 1 of 1 : ompliance with all ordinances and regulations pertaining thereto and in strict conformity i Village. In accepting this permit I assume responisibility for all work done by either 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 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. VG 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. V (■ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. VC. 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. l it. 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. 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. VL. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the.. roof. 0 Owner's /Agent's Signature Date Contractor's Signature PRODUCT CONTROL NOTICE OF ACCEPTANCE Almar (USA), Inc. 6645 NW 77 Ave. Miami FL 33166 Your application for Product Approval of: MIAMI -DADE COUNTY, FtORIbA METRO -DADE FLAOLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO.DADE FLAOLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1553 (305) 375 -2901 FAX (305) 375.2908 CONTRACTOR LICENSINC SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2903 PRODUCT CONTROL DIvISION (305) 375 -2902 FAX (305) 372.6339 under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. • The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1102.04 (Revises No.: 97 0918.02) Expires:12 /1.612002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Si PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: i2 /16/1999 • ranctsco . Quintana, R.A. Director 1 of 8 Miami - Dade County Building Code Compliance Office 2. PRODUCT DESCRIPTION One Piece `S' Tile Trim Pieces 430 Felt 443 Coated Base Sheet ALMAR (USA), INC. Manufacture by Ar�n1icant 2.1 roduct ACCEPTANCE No.: 99- 0z.�g= APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOT tt AC TANCE: ST ND D tl NDI ON 1. SCOPE This revises a roofing system using Almar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain 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. Category: Prepared Roofing Sub Category: High Profile Tile Dimensions I =18%" w = 10" V2" thick nominal I = varies w = varies varying thickness Components or products manufactured by others Dimensions N/A N/A Test s pecifications PA 112 PA 112 Test ecif - - t— cations Product Desc r'ntton ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlay Product Descrintlon High profile clay roof tile. For direct deck or batten nail - on, mortar set or adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. ASTM D 226 Saturated organic felt to type 11 be used as a nailed anchor sheet. �Vlnnufacturcr generic generic ALMAR (USA), INC. Tile Nails Tile Screws Product Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Wood Battens Roof Tile Mortar ( "TileTiteTM ") NOTICE OF ACCEPTANCE: Test Dimensions Specifications N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll vertical min. 1" x 4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Min. 10d x 3" x 2 V:" long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter N/A ASTM D 249 PA 104 PA 114 Appendix E PA 114 Appendix E PA 123 ACCEPTANCE No.: 99-1 1 0 2,044.7f' - APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIQNS Product Description Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment with 2" self-adhering top edge. PA 103 Self- adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Wood Preservers Salt pressure treated or Institute LP - 2 decay resistant lumber battens Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coaled, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. Manufacturer generic Protect -O -Wrap, Inc. with current NOA W.R. Grace Co. with current NOA generic generic generic Bermuda Roof Company, Inc, (with current NOA) ALMAR (USA), INC. product NOT'XCE OF ACCEPTANCE; Test Dim --- ensions ,Specifications Quickcrete Roof N/A PA 123 Tile Mortar Roof Tile Adhesive ( "Polypro® AH 160 ") 3. LIMITATIONS N/A Factory premixed canisters ACCEPTANCE No. : - 1102_Q APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. See PCA Single component polyurethane foam roof tile adhesive Manufacturer Quickrete Mortar - (with current -- - - - - -- NOA) Polyfoam Products. Inc. (with current NOA) Flexible Products (with current NOA) 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 p quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 Iiterature. J.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3 . 7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. ALMAR (USA), INC. ACCEPTANCE No. : 99- 1102.04 - - APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multipliers - k (ft') Tile Profile One Piece 'S' Tile X(ft') Batten Application 0.253 ). (ft') Direct Deck Application 0.274 Tile Profile One Piece 'S' Tile Table 2: Restoring Moments due to Gravity - M (ft -Ibf 3 ":12" 4 ":12" 6 ":12" 6 or ess Battens Direct Deck 4.47 5,35 Battens 4.40 Direct I Battens I Direct Deck Deck 5.27 1 4.31 I 5.16 7 " :12" or greater Battens Direct Battens I Direct Deck Deck 4.20 5.03 I 4.08 I 4.89 Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nall -On Systems Fastener Type Tile Profile One Piece 'S' Tile 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 . #8 Screw 2 . #8 Screws 1 -10d Smooth or Screw Shank Nail (Field Clip) 1.10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Eave Clip) 2 -10d Ring Shank Nails' Direct Deck (min 15/32" plywood) 28.6 5.1 6.9 28.7 58.2 23.1 29.3 27.6 38.1 33.1 Direct Deck (min. 19132" plywood) 41.2 6.8 9.2 28.7 58.2 23.1 29.3 27.6 1 Installation with a 4" tile neadlap and (asterners are located a min. of 2W from head of tile. Battens 19.4 2.8 7.3 N/A 26.8 19.0 24.0 38.6 36.1 41.8 48.1 45.2 ALMAR (USA), INC. ACCEPTANCE No.: 99- 11 02.0e APPROVED :December 16, 1999 :December 16, 2002 EXPIRES OTI OF ACCEPTAN . E: STA $ A CO ' ITI Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) for Two Patt Adhesive Set Systems Tile Tile Application Profile One Piece 'S' Tile 2 See manufactures component a for installation re utrements. 3 Flexible Products Company T(IeBond•Average weight per patty 10.7 grams. Pol oam Product. Inc. Avera a wel . ht • er • au 8 • rams. Adhesive Minimum Attachment Resistance 29.3 • Tile Profile One Piece 'S' Tile Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Sin • le Patty Adhesive Set S stems Tile Application Pol foam Pol ProTM Pol fo Ler a padd placement of 63 rams of Pol Prod" PolyProTM' Medium pedd •lacement of 24 rams of Pol Pro"". Table 48: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar Set Systems Tile Tile Profile App lication One Piece 'S' Tile Mortar Set Attachment Resistance 24.50 S. 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 the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. ALMAR (USA), INC. ACCEPTANCE No. -1102. 4,,.:_. - APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STAND RD CONDITIONS PROFILE DRAWINGS 10-1/2" ONE PIECE `S' CLAY ROOF TILE ALMAR (USA), INC. 'O C OF C EPT •N STANDA ACCEPTANCE No.: 9 9 -11p _ APPROVED :December 16, 1999 EXPIRES :December 16, 2002 ONDI I I • Renewal of this Acceptance (approval) shall be considered after a renewal application filed and the original submitted documents, including test - supporting data, engineering are no older than eight 3 PP ►cation has been !; () years. g ng documents, 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval" or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered it a. There has been a change in the South Florida Building Code affecting the evaluatio product and the product is not in compliance with the code changes, n of this b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements o of thi c incl the correct installation of the product. acceptance, d. The engineer who originally prepared, signed and sealed the required docume submitted, is no longer practicing the engineering profession. ntation initially 4• Any revision or change in the materials, use, and /or manufacture of the product or process shall P automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted office. by this 5. Any of the following shall also be grounds for removal of this Accc tance: a. Unsatisfactory performance of this product or process. P b. Misuse of this Acceptance as an endorsement of other purposes. any product, for sales , advertising or any 6 . The Notice of Acceptance number preceded by the words Miami -Dade County, followed by the expiration date may be displayed in advertising literature. If any Portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. �' Florida, and 7. A copy of this Acceptance as well as approved drawincs and other documents, shall be provided to the user by the manufacturer or its distributors and shall weer avv ailable for It applies, b e inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this A of Acceptance, Acceptance shall be cause for termination and removal 9• This Notice of Acceptance consists of pages I through 7 and this last page 8. END OF THIS ACCEPTANC G.A.F. Material Corporation Product Control No.: 00- 0105.01 G.A.F. Materials Corp. ACCEPTANCE NO.: 00- 0105.01 1361 Alps Road APPROVED: April 21. 2000 Wayne, NJ. 07470 EXPIRES: April 22. 2003 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro - Dade County Product Control Approved ". or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not - be considered a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product: d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. SoOIj 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinges. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 4 END OF THIS ACCEPTANCE Page 4 of 4 Frank Zuloaga. Rooting ' a xaminer Product Control Division 3DNYI1d1403 HOD '9G'IS 906Z SLC SOC Xd3 OP :80 0E0 /9T /SO Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation l Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: • 1 1 1 S i 1 1 I I 1 1 ! _ 44 , 44 _ 4 4 4 444+44444.4 4, I I I 1! i I 1 I I I 1 C'^ +' + + • h'TI h— S_i�_ -1 . __ 21 ii :1:1. _ -.1.1.1 __c_ 1_l.. _l_lJ ... 1_ _1 -1_1 1- -- i 1_. I_ .. _1_1_ f_1_ 1 i e - _1 =1_ ' + 1 _i_I_ 1 _I I_,_ 1_i._1_ J_1_ �!7 l i k- i T11 I i i �1 11-1 + 1 t' i 1 l i 7 t f! r t t 1 i t i I!{ t+ s "�,i'i'iii Z?- li? tiltiTi`i �il t i i�iii?iiiii'Tt • • i i i lil i l l l if f ! 1 - 1 - I I! !1 - 1 - 1 - 1 - [ 7 %i 1 i I t! i t A %4 t; ! !- J! - ? - , _ i -'- 1- i .. __! f i--ri . - _j 1 " 1 ! 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I f_f�il`I i l 11 l i , V I I I!++ I I 1 7 l 1 I 1 I I' 1+ 1_1 I 144444.44,_H _II r 1+ I I l l 1 1 3 1 1 I I f f t U-11 l i l n-T1 I t i l i f i l f 1 1 t I 1 1 I J_i l l i+ i - 1 - i l f i� f + `i`i - ?_i"`ii_ + - i i t i ll iii + 1 III I l i t_I - _ .. !_ _. __ _ iiii f _ 1 _ I _ I _ _I _ : _ -� iii�f17 l i y11i —, Floric uilding C ition 21 High Velocity Hurricane Zone Uniform Pennit Application Section (General Information) Master Permit No. Process No. neQ, »S :' -\I .S:Sei? . Job Address ROOF CATEGORY 0 Low Slope ❑ Mechanically Fastened Tile Morta dhesive Set Til 0 Asphaltic ❑ 1 1 Panel/Shingles El wood Shingles /Shakes Shingles Prescriptive -RAS 1: ROOF TYPE New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) J Section B (Roof Planl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Base Sheet Fastener /Bonding aterial: Top PIy Faste , r/ Bonding Material: Section C (Low Sloped Roof System) Fill in Sp cific Roof Assembly Components and Identi Manufacturer (If a compone is not used, identify as "NA ") System Manufact iti er. NOA No.: Design Wind Pressures, rom RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From th= •,Specific NOA System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Mater :l: Base Sheet(s) & No. of Ply(s): PIy Sheet(s) .& No. of Ply(s PIy Sheet Fastener /Bo ing Material: Top PIy. Surfacing Fastener Spacing for Anchor /Bas Sheet Attachment Field: " oc © Lap, # Rows " oc Perimeter. " oc @ Lap, # Ro, s @ " oc Comer: " oc @ Lap, # R. s @ oc Number of Fasten s Per Insulation Board Field P 'meter Comer Illustrate C mponents Noted and Details a Applicable: Wood bloc ' g, Gutter, Edge Termination, Stripping Flashing, Continuous Cleat, Cant Strip, ase Flashing, Counter- Flashing, Copin ' Etc. Indi . : te: Mean Roof Height, Parapet Height, He' .1 ht of Base Flashing, Component Material, : terial Thickness, Fastener Type, Fastener pacing or Submit Manufacturers Details that mply with RAS 111 and Chapter 16. Parapet Height Mean Roof Height Roof System Manufacturer: A L Sj /4LAMP 6 Notice of Acceptance Number: 14 t 405 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: / 7 41 76 P2:1(a._,_ P3:J Maximum Design Pressure �� (From the NOA Specific System): �/ Method of tile attachment: A�GE / VE 6 E ° Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: :12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: R-y woo �e Mean Roof Height: ype Underlayment• Insulation: AW Fire Barrier: ,v a astener Type & Spacing: dhesive Type: ype Cap Sheet: 1 '' R.S.cox riJJ vdtp 61)c 44e hex ,,e(. ,a c r rig oof Covering: Type & Size Drip Edge: �! `I FZIDO F lAtrarv4 TLe- Where to Obtain Informatio Description Symbol Wh e to find Design Pre ; .` P 1 or P2 or P3 RAS 127 Table 1 or by an engineering + , • ysis prepared by PE based on ASCE 7 Mean ' s f Height H Job Site Roof Slope g Job Site Aerod j ■ 'c Multiplier X NOA . Restoring Mo 1 : t due to Gravity M NOA hment Resistance Mf NOA R -. .. =, Moment Resistance Mr Calculated ' .' .. . . Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roo 15' 20' 25' 30' 40' • eight - Roof Slope 2:12 ' . 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 3 39.8 4:12 30.4 32.2 33.8 5.1 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 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "_Monient Based Tile Calculations Per RAS 127" (Pt x 4,41 =t Mg3 .NS = M .6Q . NOA Mr (P2=6- x Vat Mg. A% NOA Mr (P3 :�(Q4i x a, Mg5. % = 11'l; z NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a 'st of moment based tile s ems endorsed by the Broward County Board of Rules and Ap . • als. For Uplift based tile systems use Metho 3. Compa d the values for F' with the values for F If the F' values are greater an or qual to the F values, for each area of the roof, then the tile attachment met i ' acceptable. Method 3 "Uplift Based e Cal lations Per RAS 127" (P : x I: = x w: = ) - W. x cos 9: = F NOA F' (P : x 1: - x w: = ) x cos B: = F NOA F' (P x 1: = x w: = 4 - W: x cos 9: F NOA F' CERIItICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single- family residential purposes. THIS CERI11~1CATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE IvrIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE-FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE- FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INT'ERES1ED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREM[SES IN ORDER TO DETERMENE THE CONDITION, THEREOF. PAGE 2 OF 2 • HORES VII. AGE, FLORIDA By: Date of Certification: I, . Legal Description: Lot: I hereby certify that I understand that the zoning of the ro e and that it is unlawful for more than one family to reside therein I single-family residential use I also understand that any Certificate oe- Occupancy that may be issued by Miami Shores Village, certifi referenced property is being used for single - family purposes and that such es only that the constitute any representation, warranty or ceraucation as to the condition f Certificate we not structures on su .prperty dwelling or other Applicant I it,r For purposes of conducting the inspection required by Section 902 of the Miami Development and Zoning Code, please contact: Shores Land Print Name Contact Narne: Buyer 2 APPLICATION FOR CERTIFICATE OF RE-OCCUPANCY to re- occupy the single family residence known as : (address) 'n Seller V Realtor Application Fee ($50) paid: Cash Inspected by: Comments: Block Approved L 1 _ Denied PAGE I OF 2 Miami Shores, Florida. PB &PG: Date ,2t ,L Telephone: 9 5Y-35E- C/G y Company Name Check No. ` L.Q3 hereby apply for a certificate Date 3 0- -. s r13 g 6 •:f PAY TO THE _. ORDER OF LEONI DEVELOPMENT, INC. 01 - 92 225 NORTHEAST 34TH STREET, #203 MIAMI, FL 33137 -3800 � DES MEMO A/6 _ -57/Z 11'00 I:06 ?0084 L41: II' L4 S000 L46 ?II' lg D/L NTERS BANK NATIONAL ASSOCIATION 3550 BISCAYNE BOULEVARD MIAMI, FL 33137 63- 841/670 1 1 )1 1 o }\ 14x- \ L - t'J - P -KfiLl. cec ( I 4- ( () : c-6Aik RECEIVED FR FOR RE ACCOUNT 1 pica PAYMENT 1 D 0 BAL. DUE ^ O -- a � 2102 1636 HCUU01 0,0 CASH No, 619937 1$11000 $30.0 • , BY I; At / -0 c. _. 1182 l! "j /a $o,e DOLLARS 8 11 7698 nr i 3 0- -. s r13 g 6 •:f PAY TO THE _. ORDER OF LEONI DEVELOPMENT, INC. 01 - 92 225 NORTHEAST 34TH STREET, #203 MIAMI, FL 33137 -3800 � DES MEMO A/6 _ -57/Z 11'00 I:06 ?0084 L41: II' L4 S000 L46 ?II' lg D/L NTERS BANK NATIONAL ASSOCIATION 3550 BISCAYNE BOULEVARD MIAMI, FL 33137 63- 841/670 1 1 )1 1 o }\ 14x- \ L - t'J - P -KfiLl. cec ( I 4- ( () : c-6Aik RECEIVED FR FOR RE ACCOUNT 1 pica PAYMENT 1 D 0 BAL. DUE ^ O -- a � 2102 1636 HCUU01 0,0 CASH No, 619937 1$11000 $30.0 • , BY I; At / -0 c. _. 1182 l! "j /a $o,e DOLLARS 8 11 7698 nr Zara e Associates Inc. Roofing Laboratory Testing and Research Moisture and Up-Lift Testing Date: 12/26/96 Property address: 262 NE 98th Street, Miami Shores, Fl Owner: Malcolm Campbell Contractor: Obenour Roofing Permit #: 40551 Clty: Miami Shores Type off Too¢ Altusa Product Control #: 94- 0914.01 Roof Slope: 3/12 Sq.ft. area: 1,900 sq.ft. approx. Testing Equipment: Chatillon - DFIS 100 - Calibrated 9/7/93 2521 W. 3rd. Avenue, Hialeah, Florida 33010 {954)433 -1484 * (454)437 -2332 * Fax (954)437 -2296 Yletra -Dade County Certification No. 94- 0125.OB December 27, 1996 RE.: TEST TO DETERMINE ROOF TOLES ARE SECURED TO DECK AFTER 72 HOURS INSTALLATION - ADHESIVE SET - SOUTH FLORIDA BLDG. CODE 3404.3 The purpose of this quality control test is to confirm that there exists sufficient bonding by the adhesive to the tile and underlayment in the tile system applied; it will be determined whether 75% of the tile bonds to be tested in three different roof areas, provides sufficient resistance to an arbitrary static uplift load applied on the tile. This procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA 106 -95. Tiles have been tested on three different roof areas: field, perimeter and comer areas. Prior to testing, dimensions of these areas were determined and recorded according to Chapter 23 of South Florida Building Code. Tiles selected at random from the three different areas, were lifted by hand, in order to test for loose components. LOAD APPLICATION: An arbitrary Toad of 35 Ibf. has been applied to each tile, holding the load for 5 seconds. Test results are tabulated as follows: AE•; ° N PULLS LOOSES TILES (BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM ADHESIVE FBeld 33 none none none none Perimeter 41 none none none none Corners 40 none none none none • Enclosed find a sketch of the test site roof, indicating field, perimeter and comer areas with dimensions, and also, location where pulls have been conducted. XX XX Truly yours, ZARA AND ASSOCIATES, INC. Encl. Sketch More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary Toad applied. More than 25% of the tile bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary Toad applied. More than 10% of the components have been determined to be "loose" components. The static uplift quality control test for the property in question, complies with the Code requirements 3404.3 and Protocol PA 106 -95. RICARDO CARLES, P.E. PROPERTY LOCATED AT 262 NE 98TH STREET MIAMI SHORES, FL ® Field ® Perimeter 0 Corners 4ft 19ft A Date d Job Address .249 r!E ?Rah rs Li -- Tax Folio / / — 3 2 C) (o - Z)/ 3 - y 1 7L) Legal Description / Tenant .er's Address a N E 9 8 J± Contracting Co. Square Ft. FEES: PERMIT (4 0 ' RADON mA 1001 m Chinpbe // OIeNOLE g /2l /Y5 Qualifier Jf .D. Ober,oLd €e, State # z04/5q Municipal # Architect/Engineer Competency # P(! - /S4:: f , Address Bonding Company IV Address /fir Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL AVING FENCE WORK DESCRIPTION JAA : I " LZ4M(.Gf 36 , /n 9p cY u-4.411 kru..4a- Signature of owner and/or Condo President /95gs . Mad J,(- WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOU:', LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in com ance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contracto to do the work stated. Notary as to Owner and/or Condo President My Commission E sue O��' L SANDRA D OBENOUR Y PUBLIC STATE OF FL O 1W CO1? 1MISSION NO. CC2 i MY COMMISSION XP. MAR. 12,147 S APPROVED: Zoning Building Mechanical PERMIT APPLICATION FOR MIAMI SHO Date /i /2S/99 ILlat --m. b site,rcu.. Electrical ES VILLAGE Historically Designated: Yes No V Master Permit # Phone Address 93405 PArk Jr SLe/k SS# o Z6 - - 35/9 Phone 75 7 2 Estimated Cost (value) 16/ &' O ture of Contractor or Owner- Builder Notary as to Contractor or Owner- Builder My Commission Expires: OFFICIAL NOTARY SEAL SANDRA D OBENOUR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC265272 MY COMMISSION EXP. MAR. 12,1%7 C.C.F. NOTARY BOND Ins. Co. A e 6i — N eNA SIGN /di3.? /9t Date rr �o 6 TOTAL DUE t 3 l p Plumbing Engineering By STATE OF FLORIDA, COUNTY OF DADE this is a tr . c, Y of the B h"E�EBV CERTIFY t a Original filed in t':e A 0. 19 W 'NESS my h rived Of'icial Seal. ..ndCaant Vip;iV RUVIA.CLERK of PERMIT NO. STATE OF FLORI COUNTY OF DADE ) THE UNDERSIGNED hereby gives notice that imprQ will be made to the real property located at .24 2 NF 9 r in the City of Miami, Florida, and in /accordance with Chapter 713 of Florida Statutes, the following information is provided: Legal description of property: Lot(s) Block of General description of improvements and address Lender's name and address N�h- (i7 q 1 e0 /" Clotobe (Print Owner's name) . Sworn to and subscribed before me on this 2 3 My commission expires: PBZ 142/91 A-- CIAL • ARY S SANDRA D OBENOUR NOTARY PUBLIC STATE OF FLORIDA COMMISSION MY COMMISSION EXP. MAR. 121997 17114.941 6 2b .2- NE 9 f° 4 414719 FZ Owner /Title Holder's name different from job address .vv 6 Contractor's name Obe-ne904 93) 041.- �7 S r Surety's name and address r/ Bond Number Expiration date day of FOLIO N0. //r 326r& - 043 — '/ / 1 C. 9684 - 90269' 1996 OCT 25 12:03 Person within the State of Florida, designated by Owner to receive service of notices documents as provided by Section 713.13(1)(a)7 of Florida Statutes: Name address N/ /-- tie f> 0.l-c.0+.62w-- Notary Public Prep- by.' dbetiou L&04 MROIJO") St /Oily, F/. 336L/ and address, or other e Person, in addition to owner, designated to receive a copy of Lienor's Notice as provided in Section 713.13(1)(b) of Florida Statutes: Name address / A" Unless a different date is specified, the expiration date of this Notice of Commencement shall be one (1) year from date of recording. ca (Signature of - Amer) eir9e.AlA ,19 9 4 i5 ■ Contractor's Name: O,9.. /o.J A, ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof )Re-roo1ing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (fte) il ii- Sloped Roof Area (ft') (74 � Total (ft') l70 C Master Permit No. Exposure category (pe ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): / kYA Ft. A 0 A Deck type: /,JD e. Ft. ATTACHMENT r / Fastener Type:. / io / [1Nf.(ha 44, Field 4 � I Z d Perimeter6" / 1'4 DETAIL 1 do e ,: UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING 1 Corner Job Address: 2 a it fJ% 3 Page -1 ROOF PLAN LT- - J 2 'I Ridge Ve •tlon1 I /I/ I Deck type: , rf MEAN REIGRT A9-4 j UNIFORM ROOFING PERMIT APPLICATION PROCESS No. /x! K77 Underlayment D E T A I L 3 As rig? 4 0 Insulation:1 ) / i 4 12" ROOFSLovs SLOPED SYSTEM DESCRIPTION Fastener type & sped--:I ' T y c Aril/y14,0, G'v 4.9s ‘ ,2i€011 /210 F/ ra a* 90 Cap Sheet: Roof Covering: Page -2 /41,4r4- - ClAy S Drip edge: filo- WA? TILE CALCULATIONS (Pmaxl: 'Jj.3 x X (Aerodynamic Muhiplier): • 3/ ) - Mg: 53J = M /7O6 PCA: (Pmax?: l /l X X (Aerodynamic Multiplier): • 3/ ) - M :5. = Mr2 / 2.7O PCA:7 - *440/ (Pmax3: 1143 X x (Aerodynamic Multiplier): '3 ' - M = M 7 PCA: / ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Dras'vings 3) Municipal Permit Application 4) Other Component Approvals EXPI RES: A PPROVED: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela Your application for Product Approval of Tiles undcr Chapter 8 of the Metropolitan Dade County Code governing the use ofAltemate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compl ancc Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be vifld for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approvcd mariner, the Cod Compliance Department may revoke, modify or suspend the use of such product or material immediately. The B ilding Code Compliance Department reserves the right to require testing of this product or material should any ame dments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. ACCEPTANCE NO.: 94- 0914.01 FEB 1 4 1997 FEB 2 ? 1995 PRODUCT C NTROL NOTICE OF AC FJ 4NCE BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2906 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Raul Rodriguez Product Control Division Supervisor • - PLEASE NOTE - THIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Cout , Florida under the conditions set forth above. Charles Danger, 1'.C., Director Building Code Compliance Department Metropolitan Dadc County 03-09-1995 02 : 42PM FROM TO . . , . , . * •.' • . • r • • • • .•11.• •• • .•.. • . • • t • liOdUCt•C.CiltrOl NO.! 1 181/4r.. l0" thick r.u-) *••••;iiipppc4NT: .:-.. •••.. ....74i . y.:.: • .. :. TRAD NAMEs oF PROPUCFS MANUFACTURED OR '.• . • •::!• .." • Test , Product logslagarttu Description ASTM C 1167 . High profile, interlocting, one-piece, • . 'S shaped, clay roof tile equipPexl with two nail holes and a single roll.. ror > direct deck nall-on .applications only. • product Nati St..clay Roof. • ! lit ! 1 I : 1 • Trim Pieces ' 1 ' varies ASTM C 1167 Accessory trim, clay roof pieces for varies use at hips, rakes, ridges and valley 1 I varyitg thickness tile • profile. temtinations. Manufactured for each 1 i 1 i i. . . . • • :10..) 1 IOC • MGP'!'1 • #30 #a3 Coated Base She • M' er a1 Surface Cap Shot Underlayment Rainproof 11 Ice iind Water Shield • Mopping Asphalt e RuY, TRADE product ' Felt AMES OFPRODUCTS MANUFACTURED OTHERS /A Lcnizingtex -ZB 140 59" x 64' roll 221 s /roll 30" x175' roll 36" x175' roll pr 60" x175' roll 36" -:075' roll N-A NiA 'test . gatlfmttliOns ASTM D226 type II • • ASTM A 2626 ASTM D 249 PA 104 PA 103 AST :Mi D 31'2 type 11I or IV ASTM D 4556 , ,. Product Control No.: .. 94- 0914.01 Product bt=ripttutt Saturated organic folt to be used as a nalled anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -or. underlayment. PA 104 Sinric ply, nail -on Protect -O -Wrap. Inc. underlayment with 2" PCA 494- 0714.01 self- adhering top edge Sclf•adhering underlayment for use as a top ply in arPlu ply unJerlayi t:nt ;:)stem with approved 30 or 443 its the b4se layer. Asphalt for bonding minerul surface cap to a much. attached base sheet in a double pl) underla∎ ment system. Cut bac:;, a_ph:at Nised, asbestos free. fiber reinforced. trowel grade cement •' ! . :Ind 9 .:! i l.' appl«.: :i :•.>n ;. frtitnufketurex generic generic generic 1.enzing Performance, Inc. PCA 94.0527.05 V.R. Grace Co. PCA X92 -1 1 16.01 Generic 4.4,enr'::C ile Adhes.r., i''' Test Product apstaleatigns. ASTM D 41 Cut back; asphalt . Deseriagau, • . sytan re based coating used to • facilitate bonding of dissimilar materials. min:1 ga. with. PA 114 • Annular ring • sitank, generic cad' • Appendix E hot dipped, elactro • mechanically ialv. roofing nails for use • in underlaymeht attachment, • • . 1 min. 32 ga. PA 114 • Corrosion resistant 1 4" c.d.. Appendix.E ' circular disc'fOr usein fiteneric . nihi. • itna 2" o.d. underiaynient: attachment I . . 'vpthcal Wood Preservers Stilt pressure treated generic mn. t " 4 Itisdnite LP • 2 or decay resistant lumber batten', • korilzOntal r %, 4" for u.le with V1 cal battens min. I" x 2" for use one Sd x 2!/7" or Od x I • Screws 7 -■1 X nfr. A PA 114 Appendix F F'A 114 Appendix 1: 4 Product Control.No.: • • Corrosion resistant, KreW, fl14')Oril or annular ring iuk nnils. (.01 Os ion re siscant, coated, coar:‘4: thf cad v..00k.I Screws, 1 ' Ropf Tile Mortal N'A PA 123 Prepared mortar mix r3crmuda Roof ("Vet iteT"") IcAed for mortar Company. inc. set roof tile • • pc. 6 94-06 I 4.0 applicatioN. ;Jet PCA 1 wo component Polyloam Producr., polyurethanc!adhesive Inc. designed for adhesive PCA ::9 0! 3er roof filo .7 • r 94-0914.01 generic w r r• VA. • •••1 1 1 i Hurricane Clip & Fasteners • Valley Flashing Grip Edge r'r M min. width min. O. 60" thick Clip 4steners min. $d x Ph" min 26 ga. min. 6" width min 26 ga. min. 2" t - ace flange min. 2" deck tl,tn°°c Test $pecijjgpttons PA 114 Appendix E ASTM A 525 PA 111 I U Product Description Manufacyurer Corrosion resistant generic bronze, aluminum, stainless steel, • galvanized steel or plastic attachment clips for supplemental tile attachment, Clips are installed with corrosion resistant • roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized steel drip edge 6337640 r. Product Control No ; 94- 0914.01 I generic generic Deck Type: Deck Description: SYSTEM D: Scope Range: Underlayment: Roofing Tile: . V .J.•J� 1'Y.l JUaUJJ(04U SYSTEMS (CONTINUED) Wood, Non - insulated New construction 19 / „” or greater plyw od or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Install choice of approved underlaym system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Install tile in compliance with PA 12C using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesilve manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA I27. The mortar and adhesive attachme data is noted in Table 4, attached. Comments: 1_ For re -roof applications, 15 / plywo 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile: As an alternate, the first three courses of tile shall be applied in mortar over a sing e layer of minimum 12 ga. wire mesh with square openings of not less than ' /`" which is mechanically attached to the deck with not less than one roofing nail every 1 fe. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. • 10 U&S 1kLU SUPPLY 16 012 Product Conrrol No.: ___24A2 d is an acceptable substrate. „e� Table 3: Attachment Resistance Expressed as a Moment - M (ft-1139 • from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVEb SCREWS 5 ":12" APPROVED FIELD CLIP WITH: APPROVED EAVES CUP WITH: 1 nail 2 nails 1 screw 12 screws 1 nail 2 nails 1 nail 2 nails Aftusa 'S' Tile Battens N/A N/A N/A 1 26.80' N/A N/A NIA NIA Direct Deck 6.20 8.40 28.70 31.80 2120 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity from PA 102 Testing - M (ft-Ibf) < Tilp _ . Profile . 3 ".12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens „ Deck Battens Direct Deck Battens _ Direct Deck 66.50 Battens Direct Deck Battens Direct Deck Aftusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 420 5.03 4.08 N/A 15 . -07/10/95 08:32 FAX 3056337640 G &S BLDG SUPPLY 1 0 Musa '$' Tile Tile Profile DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multiplier - X (ft') from PA 108 Testing (ft) . Batten Application 0.29 Product Control No.: 94- 0914.01 (ft') Direct Deck Application 0.31 Screws for tile installation over battens shall be #8 x 2W long, corrgsion resistant, Ouik -Drive screws installed in •two manufactured holes located 1' / and 1' /e' from the head of the tile. 1 i il/1"L„ Table 4: Attachment Resistance Expressed as from PA 101 Testing a Moment - Mr (ft-lbf) Tile Profile Tile Application Attachment Resistance Allusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 15 . -07/10/95 08:32 FAX 3056337640 G &S BLDG SUPPLY 1 0 Musa '$' Tile Tile Profile DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multiplier - X (ft') from PA 108 Testing (ft) . Batten Application 0.29 Product Control No.: 94- 0914.01 (ft') Direct Deck Application 0.31 Screws for tile installation over battens shall be #8 x 2W long, corrgsion resistant, Ouik -Drive screws installed in •two manufactured holes located 1' / and 1' /e' from the head of the tile. 1 i il/1"L„ u7;1u/95 09:32 FAX 3056337640 G&S BLDG SUPPLY SYSTEM L[M [TATIO Product Control No,: 94- 09 I. The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2":12"). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). All nail -on tile applications having a roof pitch less than•4 :12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in stem A. All nail -on tile applications having a roof pitch in excess of 7 ":I2" shall be installed oer horizontal battens as noted in System C. 3. For nail -on applications, brass or stainless steel screws fior mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the systent specifications outlined in this Product Control Approval. Nail -on tile shall be attached using oA of the methods of attachment noted in 'Table 3 of this Approval. Mortar or adhesive set tile sha11 be attached using an approved mortar or adhesive noted in this Approval, the data of which is n in Table 4 of this Approval. The method of attachmeat utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA I 1 S or PA 127. 5. For nail -ou tile applications, an eave clip is required on al eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a si gle layer of minimum 12 ga. wire mesh / with square openings of not less than' " which is mechanically attached to the deck with not less than one roofing nail every 1 ft' For roof pitches from 6' :12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not Iess than one nail per tile. 6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (upli t testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge/rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. , 7. For mortar or adhesive set tile applications,' 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 199b unless stated otherwise by the material manufacturer. Thereafter. 30/90 underlayment systems sha,1 be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Z013 1)1/.1.(J/ :1J raA JUO(JJ R u4U ua:a BL.uu aurrLi Product Control No.: 9a-4 14 .01__ SYSTEM LIMITATIONS (CONTINUED) R. All tiles shall bear the imprint vi identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa "Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for in Nation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment B ed System' • 10. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Altura Tile's current specifications an details, a copy of this Product Control Approval and a copy of the Product Control Approval � of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 1 i. The applicant shall retain the services of a Dade Count' certified testing laboratory to maintain quality control in compliance with the South Florida Bui[d'ng Code and related protocols. 12. Any amendments is to -these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. leJ U14 07/10/95 09:32 FAX 3056337640 METRODADE IMMO N i TI E SF PT This approval supersedes all previous approvals. Last Approval Number 94 G &S BLDG SUPPLY 1 t 1 • • V ► METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 3UILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1503 (305) 375-2901 FAX (305) 375-2908 1. Extensions or Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re - evaluated. All reports of re- testing shall bear the seal, signature and date of an cngincer registered in the State of Florida. Any revision or change in the materials, use, or manufacture oL{thc product or process shall automatically be cause for termination, unless prior approval is granted for rev sions or change. 3. Any unsal isfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any pro 5. The Notice of Acceptance number preceded by the words expiration date may be displayed in advertising literature. If displayed. then it shall be done in its entirety. 6. Product approval drawings, where required for permit appli the manufacturer or his distributors unless otherwise rioted in not be rc-sealcd by an engineer, railut comply with the Standard Conditions shall be cause or termination of the Approval. uct for sales or advertising purposes. ade County, Florida, and followed by the any portion of the Notice or Acceptance is tions, shall be provided to the applicant by the Notice of Acceptance_ The prints need • I ✓ ✓ ~ Jr. '•••• r Raul R driguez Product Control Division Supervisor X017