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1255 NE 95 St (5)Owner's Address / 2 S.r /✓ 91 ST Miami Shores Village Building Department City /ftOut ' 4KC,2F t State Zip 33/ Job Address (where the work is being done) / .r"r A/ ,E f S City Miami Shores Village County Miami-Dade Is Building Historically Designated YES NO ✓ Contractor's Company Name O ,ivO v4 40. Contractor's Address 9 3 iV/ NE 6 c.A. e City / 4 t 4q ' Sto 1 State 4:2. Minus Plans Check Fee $ Total Fee Now Due $ X- s iss Struct. $ z 36 Zip 33/3 8 BUILDING_ ''� 1 40 PERMIT APPLICATI+ T ` Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical `Roofing Owner's Name (Fee Simple Titleholder) G� ///f�4h u Phone # — ,2 G o V Permit No. Tenant/Lessee Name Phone # Zip 33/ 3 z° Phone # 7. -? - o G / Qualifier -1 e I c) 8,cio Architect/Engineer's Name (if applicable) / - Phone # Architect/Engineer's Address City State Zip $ Value of Work For this Permit Square Footage Of Work: / 5 FT Number of: Bays Stories Families Bedrooms Baths Type of Work: DAddition DAlteration DNew Er ' epa ' eplace 0 Demolition Describe Work: gEp'i4//. 4aF /4 , t/ 1n O,4i5t,s" A:44 DF /i/o,GT/-f /S7 icy al be (T t R-4T T Lt' Roo F * * * * * * * * * * * * * * * * * * * * * * * * * * * * Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * * vp,Ye LA-tio-ko,7-1/4-r e);pi\tJ • ci 1512,0 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 County Escrow Fee $ / Kt/ Permit Fee $ P® Notary $ 0 5 O Scanning $ `'•' Radon $ Education/Training Fee $ 1►p� (/ Tech $ 2, g 3 Code Enforcement $ Bond $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City NOTARY PUBLIC: ,,�/ Sign: C� �A.6;42 ©�GxGLA ctic7nios 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 occu s seven (7) days after the .building permit is issued. In the absence of such posted notice, the inspection will not be . proved and reinspection fee will be charged. ei, r As identification and who did take an oath. Signature Zip Owner or Agent Contractor The foregoing instrument was acknowledge • ' ' I me this f The foreg g instrument was acknowledged before me this day of Dl,L 20 CA by day o D , 2063 b , f Y , who is personally known to me or who has produced tr who is personallyewn to me or who has produced f� NOTARY PUBL C: as identification and who did take an oath. r Sign: an J I' • ,1 l +I 'CUplgb.� = ; 1�l 0 3 ('' Print: So d tQ : "'• . Commission #DI Ol y ° �, _Commission # DD 014872 `� ac Ex „cs flY 2� 0 2 R9� My Commission Expires: d ,; .; ', Expires fl 2 20 ° �' Bonded 9 ��� c Bonded ThrB EaP P� M y Commission Expires: moo --��, B * * * * * * * * * * * * * * * * * * * * * * ** � �° 0 Atlantie BoA + .- (Certificate State Certificate or Registration No. CC C v y S .. Certificate of Competency No. 000.06 ro 4,r ************* 4************************•******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: OCT e 2003 Plans Examiner Engineer Zoning ;Il ee nd d�igs -�- - -- - ■rrrarrar�rr aaiaaaaar+srr: 1A—) 7 , Lr 123_01-48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name 013 E,t/o o,c )2200 •••✓ Job Address ❑ Low Slope ❑ Asphaltic Shingles (ASS ,V E S sr - ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal PaneUShingles Ltd Mortar /Adhes ve Set Tile ❑ Wood Shingles/Shakes Are there ❑ Prescriptive BUR - RAS 150 Gas Vent Stacks? Yes No UK ROOF TYPE ape: Natural ❑ LPGX ❑ ❑ New Roof ❑ Re- Roofing ❑ Recovering ' Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) toe %FT: /Os�•PA Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Arn Roof System Manufacturer: gcat Q r Notice of Acceptance Number: 49 2 '114 ) . 0 8 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: c 4 3 P2: ! . J - 1 ' - P3:____( ir (c Maximum Design Pressure (From the NOA Specific System): 3 Method of tile attachment: /40.4.134/c- (!utc.ice.ftekc-• 1 Roof Slope: : 12 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Ridge Ventilation? Section D (Steep Sloped Roof Svsteml ?asf SQT T7L. Steep Sloped Roof System Description TZ Deck Type: ype Underlayment: nsulation: Fire B Mean Roof Height: astener T+jpe & pacin : dhesive T pe: ype Cap Sheet: oof Covering: Type & Size Drip Edge: arner: 123_01 -48 5/03 PAGE 4 Where to Obtain Information Description Symbol Where to find Design Pressure PI 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 9 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance Fr Calculated ! Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Mean Roof Height M, Required Moment Resistance* 15' 20' 25' 30' 40' - Roof Slope I 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 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compared the values for M,. with the values from M r. If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. (P2: (P3: Meth d 1 "M ment Based Tile Calculati ns Per RAS 127" - Mg: �.4 =1y1,r s• / NOA Mr 3f .c. xJ. - Mg: je , r _ . • NOA M - Sq. a x 'L _(1'1- Mg: L • o = M.3 (� (.� NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the 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 : z l: = z w: _ ) - W: x cos 9: = F NOA F' NOA F' NOA F' (P2 : x l: = x w: = _ ) - W: x cos 9: = F (P3: zl: = x w:= ) -W: OS 0: = F ;: 123_01 -48 5/03 PAGE 5 MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 MIA,N11 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1401 VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -290S SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERiMIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 1 =15 ". w = 10 3 /8" 1 ''/4 thick I = varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Auncv Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Ccntcr for Applied Engineering, Inc. Flat Profile Roofing Tiles Concrete Test Dimensions Specifications 7161 -03 Appendix III 94 -060A 94 -034 25- 7094 -2 25- 7094 -8 25- 7094 -5 PA 112 PA 112 Test Identifier Product Description Flat, interlocking, high pressure extruded . concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name /Report Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" l-Ieadlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Ileadlap, Nails, Battens) Static Uplift Testing PA 102 (4" I[eadlap, Nails, Direct Deck, Recover /Rcroof) Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test A^encv Test Identifier Tcst Name /Report Date 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Tcst #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7554 25- 7804h -S 25- 7504 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Feb. 1995 Feb. 1995 March, 1995 March; 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March ,1995 April 1999 April 1999 NOA No.: 02 -121 1.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 - 0.865 Table 3: Restoring 3 ":12" Moments 4 ":12" due to Gravity 5 ":12" - M (ft -Ibf) 6 ":12" 7 ":12" or greater Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - X (ft') Tile Profile X (ft') Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9; 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4: 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 5A: Attachment Resistance for Single Patt Expressed as a Moment - M, (ft-Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 118.9' Monier Lifetile Atlantis Shake & Slate Tile PoIyProTM PolyPro TM 40.4 4 Large paddy placement of 45 grams of PolyPro TM'. 5 Medium paddy placement of 24 grams of PolyPro TM'. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Mortar or Adhesive Set Systems Tile . Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 NOA No.: 02 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. OVERLAY • PROFILE DRAWINGS MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE: ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 c 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. /� J v � J °lS ate 0 V / , 19 Owner's Name and Address C : ___ /� 1 . �� No Street Registered Architect and /or Engineer Name and address of licensed contractor Q LA.I 2 C/ N r / 7 1 ✓'Q U Teter) r Location and legal description of lot to be built on: Lot Block Subdivision_ '' f _1/ Street and Number where work is to be done __7 ra 1 E , C1 " State work t be done and purpose of building (by floors ) __— r _ ____ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foun tion Roof Covering /..0 — Estimated Total cost of improvements $_______ — ____ —_— Amount of Permit $ Zone cubage required — __________ _Plan Cubage Distance to next nearest building — __________Size of Building Lot Maximum live Load to be'borne by each floor _ I hereby submit all the plans and specifications for said_building. All notices with reference 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) :11 C e —(e 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 Q P I.. 4 S' Date 11 C /ff o Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida ( Signed) • Building Inspector 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. STATE OF FLORIDA, COUNTY OF DADE. ss Permit No /� Disapproved /�� %'% _'- --- (Signed) c Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date '_/ C _ , IW C) Owner's Name and Address I r- - _,._CCI r Ytl_____ No Ic J.___ Street_ A l , C.,_- .S Registered Architect and /or Engineer - Name and address of licensed contractor_____ �1_il7etl_IA0 I I .S,.�Q.L7T.l_IAf{ G 10.gS AJ I. 6 S 1 Location and legal description of lot to be built on: (� Lot_. Block Subdivision Street and Number where work is to be done _ti' C . State work to be done and purpose of building (by floors) f .,a and for no other purpose. New Building Remodeling Addition Repairs No. of Stories .J To be constructed of Kind of foundation Roof Covering cao Estimated Total cost of improvements $ 5 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 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 Date / / ` ® Read, Sworn to and Subscribed before me. PLA .► ING BOARD. Chairman Member Member -. Council Approved NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of 51.00 will be charged materials and /or workmanship. _Date C_1 O rq DATE Member Member Member Disapproved or changes to this application after approval e r_. 1pl_o..c_l? to me well known, Notary Public, State of Florida y Commission Expires Date has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address / 6` • Ai Remarks (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT c X7/3 19�� No. 4 Street N Lt 9 J Date jas Registered Architect and /or Engineer Name and address of licensed contractor k/N .. e A2 (� SJ 3 ( r c /4 t4: Location and to nd legal description of lot t be built on: �y�� /4 �J�y�/� + Lot c7 9V Block 04 Subdivision ,4, ,�r 3 /1 ._-?Zia /iZ) / PC Street and Number where work is to be done /� 111/. � r � • S v C ( • /77/ fa- J' Aft■ 2 -- /-« �.),3 /� / State work to be done and purpose of building by floors), state exterior colors (submit samples) ak- tA 6.!/t> /di CAS e, (.''7 W /NDdc✓.J .4-s 1/ C_ /l .Q cd/i i6 /v/Nl)d.,),1 / me c 02 GaaI,-- "ry /t: !✓M/ 71 • RCN /J /•, , C Cc -PA-z Ct"Sf ( C 0CoAl /f-t. /q,» /)/ New Building Remodeling Addition Repairs /� No of Stories a —/ 1 :/.4- 1 •,/ To be constructed of 4 Kind of foundation Rooff Covering Estimated Total cost of improvements S _3f , '7 Amount of Permit S kg 14 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live Toad to be borne by each floor I hereby submit all 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 obligatons 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 sub . .'rte. •, on work to be performed under this permit, as are licensed by Miami Shores Village. linred■ J ; STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. Notary Public, State of Florida 7S7 3y 75 - 7 ) and for no other purpose. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described co uction. that he has carefully read the foregoi g application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. N Date y Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 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 525.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby wade for the approval of the detailed statc,Ile•ns us we 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 Miarni 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. ��f Date .__..i �._ Owner's Name and Address . / 14 . CelAtt.L. ._..».. Registered Name and Loca tion a 4 Lot : Street and Disapproved (Signed) •..._ Architect and /or Engineer -.- » ».. address of licensed contr1ctor.�6'D' 'J..... /�" Ad leg,l1 description of lot to be buil n: T � Block V7..... . - Subdivision Number whero work is to be done../ Z 4-13 " -- /el State work to be done and purpose of building (by floors). / sr ..2-0 $ EcT7wv d� !�` �_.._.... �� _.....and for no other purpose. Remodeling Addition Repairi No. of Stories. Z- therein by him stated are true.. • • - ' Permit No. Date. ....._.... • Building Inspector MIAMI SHORES VILLAGE Chair:rum - Sicrrlbcr ............. _..... »__ _ __._._ __ Miember Council- Approved - BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT ._._._._Date . t30. /I q/ d9 : sr: New Building To be constructed of Kin d of foundation. Estimated Total cost of improvements $.. ' J 2 - P_C.._.... Amount of Permit &. /_J _. Zone cubage required .. __..... _._..._ --Plan Cubage Distance .to next newest building .... ._._ ...Size of Building Lot ..._.._.... __..._.. Roof Covering g a.O s/.ile�.... -. -.•— 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 hercby 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 bins in thc-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 vfoosk -te be pBrformed under this permit, as are licensed by Miami Shores Village. -- Remarks.. _ (Signed) - STATE OF FLOP. IDA, • . COUNTY OF DADE. ss. Before me, the undcrsi n authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared -_ /�G n A t 1 d -# - _.__ ---- 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 Read, Sw•rn to and Subscribed My Comm, PLANNING BOARD -- Member .:_.»_.. Public, State of Florida .19-fa street - Sr; NOTARY PUBLIC. STATE OR FLORIDA': Expires tILY.t'nMM. E'4FtRES: JULY 19, 19914 •ONDEO THRU NOTARY PUBLIC UNOERWRITERSI ..~_...._DATE . I - Member _— - _...._...... _.._ _.........._. _........__.... .......- _ Member Disapproved .._.._.._.._. _..... Date • NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval the Planning Ho.ird.._ • _ • - - ______ -- ._ A re- iu.lpec•tioss fee of $1.00 will be charged when such re- inspection is made necessary by improper notice material anti /or workmanship. _ has been obtained from for inspection or faulty 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 April 6th,. 19 62 Owner's Name and Address George Garni No 1255 Street N . E. 95t h St , Registered Architect and /or Engineer Name and address of licensed contractor Lang Roofing & Tile Co., Inc., 430 N. W. 79th St., Miami Fla. Location and legal description of lot to be built on: c.i Lot Block Subdivision Street and Number where work is to be done 1255 N. E. 95th St..„ Miami Shores Fla. State work to be done and purpose of building (by floors) �, -- ---- . _sq.---- ._30#__ felt - _.90 #- _ .late , - - -- shingle tile and for no other purpose. New Building X Remodeling Addition X Repairs No. of Stories To be constructed of Kind of foundation Roof Covering shingle tile Estimated Total cost of improvements $ 325.00 Amount of Permit $ 5.00 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 pennit 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 p notice or notices as are required by the Act. The undersigned agrees to employ only such ubcontractors •n work to erformed under this permit, as are licensed by Miami Shores Village. LANG • FING & J' LE _ CO .. .�..t Remarks (Signed) v!_ _, 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 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. e� Permit No "1 1 3 Date '� � Read, Sworn to and Subscribed before me. Disapproved at (Signed) Building i pector My Commission Expires to me well known, Notary Public, State of Florida 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. 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. ...,1>� Z_ Owner's Name and Address . ......:.._ ? - ..__. Street___.. Registered Architect and /or Efgincer, , =..,t - „: t: %h id affil a8c e8§ df )ieensed t:otitr{ickot lc) L -f Cy. LQ .... . ...: Nr ..... :.._ =Mitt! 1•. �... Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done ZZ - C State work to be done and purpose of building (by floors)..._ C' and for no other purpose. New Building Remodeling Addition Repairs No. pfSories......( To be constructed of Kind of foundation.. Roof Covering Estimated Total cost of improvements $ ,amount of Permit $. ..� Zone cubage required ._._-.__..Plan Cubage Distance to next nearest building _.....___.__..Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida \Vorkmen'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 fo inspection on the site of the work such 1 .. tice or notices as arc required by the Act. The undersigned agrees to employ only such subontractors, on work o be perf pennit, as are licensed by Miami Shores Village. Remarks _....__.. (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 c refully read the foregoing application, and that he did sign the same, and that all facts therein by him tat d are true. Z Z e Permit No._ l D te._...._._.�_( ® .�. Read, Sworn to and Subscribed before me. Disapproved _..,,____.._.__._.� /Date._--.-._.. (Signed) reference to the building and its construction may Notary Public, State of Florida ( (LC= to me well known, Building Inspector My Commission Expires PLANN 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 nfter approval has been obtained froin the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date Owner / Lessee / Tenant Owner's Address / s' Contracting Co. Qualifier Z,✓,41- )% f rt t WORK DESCRIPTION Rea-00) Square Ft. ,am �. Signature of `dwner Date:///g/s"' g Notary as to Owner My Commission Expires: FEES: PERMIT APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /255 ' /04:- l5 sr- Legal Description Tit 4.12 State #CCC e/2,9 -Z/ Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING jPAVING PENCE SIGN O/ s rel-c c 5' WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authoz7,ize the above -n =med contractor to do the work stated. and /or Condo President and Ge o.ey e 42 A /1 9s_ sr. 1 , rrc A''L"it • SS# �/ Phone e 3S - ? % ?7 2 s rem.c1 5 r0 %.f Sacco / /�L 9 r Tic e or CoOa R i P 'u . i . P>l� i J. PARKER Not as 1; I Notary Public, State of;.Flnrida My Commis My Comm. Exp. Jilli9, 1998 Comm. No. CC 386756 * * * Fire Zoning Building Address 3s$ ,c/tw 7 Y 1J Mechanical Plumbing Tax Folio 3.2oc 0P/ /67 Master Permit �� 3 7/4.6 Phone T/c s ,eeQ Estimated Cost(value) 2 s e . ate Signature of Contractor or Owner- Builder Date: 3 " RADON C . C . F . ' 1 • / NOTARY S7 c..7 5 f/3G i,<oT Contractor or Owner- Builder TOTAL DUE ,g D ** Other t Electrical Engineering PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: /j ,s'S� y� 7S`" 5 - , 4.4 3 3/.3"- 2. Description of improvement: / /zeloF 3. Owre;(s) name and ,.duets: 6eo /e r Interest In property: '_ .,�; Name and Address of fee simple titleholder: 4. Contractor's name and address: /� z 575 ✓t✓ ?-/ 5T. a r '). r �), r // >f+' � �151A I E° F ,- _@ I� A, C'OUNT'( OF DADE — 0 HEREBY CERTIFY that t is i� s cfru 5. Suretry :(Payment bond required by owner from contractor, if any) orl., al filed in this office on Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. EXp'ngon dato of Sri. Nc o' c Commencement: (the expiration date 4 1 year from the date of recording unless a different date Is speciflod) Signature of otrnor Print Owners Name 6eor7 . G,ie Swom to and subscribed before me this " day of iz %v, ,19 '7h/ Notary Public • Print Notary's Nam /l /ztee- 6 My Commission Expires: NOTICE_ OF COMMENCEMENT TAX FOLIO NO. /' /— 32 626 p/'/ 4/0 p� 948525649 1994 NOV 09 12:10 ■Yid SS my hand anrTVtrraFn o , A 0 i9 0 d • G41 t 3 C 1 HAR .Y RU , IN, " , of ircuit County u. Prepared by: My Comm. Exp. July 9, 1999 Comm. No. hi., dtSttlbb Address: 3 /-A✓ 7y r RONALD J. PA�R��R • - J � blic, SSStti�.tJn Iii' • / 6 • . h ETROOADE Coma Cast Corporation 4383 Southwest 70th Court Miami, FL 33156 ACCEPTANCE No: 94 -0106.25 EXPIRES: FEB 1 `+ 1937 APPROVED: FEB 1 4 1994 PRODUCT CONTROL NOTICE OF ACCEPTANCE 000 METROPOUTAN DADE COUNTY, FLORID/ METRO -DADE FLAGLER BUILDINe BUILDING CODE COMPLIANCE DEPARTMENT SUITE 180; METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STRE MIAMI. FLORIDA 33130.15& FAX (3 5) 375-290t Your application for Product Approval of Coma Cast Corporation roofing tile under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Task Laboratories, Inc. and Vipin Tolat, P.E., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 ct seq. and in the Standard Conditions detailed on page 3. The approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to require retesting of this system within the first two years of the approval ould any amendments to the South Florida Building Code be enacted affectin en, roof system. Gil Diamond, P.E. Product Control Divi '. n Supervisor * *PLEASE NOTE *" THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code • tee to be used n Dade County, Florida under the conditions set forth above. 7 Charles Danger Building Code Compliance epartment Metropolitan Dade County .'THIS PRODUCT CONTROL APPROVAL SUPERSEDES PRODUCT CONTROL APPROVAL # 89- 0526.08 1 .i Applicant: Coma Cast Corporation 4385 Southwest 70 th Street Miami, Florida 33156 Category: Sub-Category: Type: Sub -Tyne Prepared Roofing Tile Mortar -Set Concrete Product Control Notice.of Acceptance Roofing System Approval System Description Coma Cast Corporation, located in Miami. Florida, is a manufacturer of cement roof tile systems for raortar -set application: The Tile is manufactured in Florida: Coma Cast Corporation produces two tile profiles for use in the South Florida jurisdiction: Flat Concrete and Barrel Concrete. The product offering includes whole and half starter, whole and half finisher, ridge tile and other accessories. these accessories. these accessories form an integral part of this product approval. Minimum slope for Coma Cast cement tile is 2 1/ 2 ":12" Coma Cast cement tile has been tested in compliance with the South Florida Building Code requirements for mortar set tile application. Distributer /Contact: Milce Arronte 4385 Southwest 70th Street Miami, Florida 33156 305- 665 -3664 000002 Gil Diamond, P.E. Product . No: 106 Approval Date: fitb I '� 1994 • Expiration Date: FEB 1 4 1997 iff • System Trade Names Flat Cement Roof Tile v. Material Wood, Nonginsulated • Material Wood, Nail-on Maximum Fire Classification Classification Class A I Maximum Design Velocity Pressure Design Velocity Pressure psf (See COmments and Limitations) 000003 Product Control No.: 94-0106.25 111 Gil Diamond, P .,1 4 Barrel concrete tile (cover) 18 "x 9" Trade Names of Products Manufactured or Labeled by Applicant uct Dimensions Test Specifications Product Descrivtion Flat Cement 16 "x 9 7/8" ,PA 112 Min. thickness: 3/8" Flat Shingle Cement Roof Tile is an 1 interlocking, high pressure tile. PA 112 •I Barrel concrete tile (pan) 18 "x 8 1/2" PA 112 000004 Product Control No: 940106.25 Extruded concrete roof tile Product #30 Felt • #43 Base Sheet Mineral Surface Cap Sheet Roofing nails tin Caps Valley Flashing Drip Edge Tile Nails Flashing Cement Tile Adhesive Trade Names of Products Manufactured by Others Adhesive/Sealant Dimensions Min. 32 ga. x 1 5/8" Min. 11 ga. Test Specifications ASTM D 226, type II ASTM D 2626. ASTM D 249 Min. 12 ga. .x 1" ASTM A 641 16" x .019" (26 ASTM A 525 ga•) 2 min. 2" x 2" x ASTM A 525 .021" ASTM A 641 ,000005 ASTM D 4586 ASTM D 3498 ASTM D 3019, type II Product • Description • Product Control No.: 94 -0106.25 Manufacturer Saturated organic felt to be generic used as a nailed anchor sheet. Saturated and Coated generic organic base sheet for single ply underlayment. Mineral surfactd asphalt generic roll roofing. .Corrosion resistant roofing generic nails Corrosion resistant circular generic disc Galvanized steel valley flashing generic Galvanized steel drip edge generic Corrosion resistant nails. generic Nail heads shall exceed the size of the nail hole. Cut back, asphalt based, generic fiber - reinforced trowel grade cement for flashing and repair applications. Tile -to -tile adhesive Cold process modified generic bitumen adhesive Gil Diamond, P. generic Adhesive/Sealant Asphalt Copper � ' Stainless Steel Nails or Galvanized Steel Mortar • .l ASTM C 557 ASTM D 312 Asphalt for bonding mineral surface cap sheei to anchor sheet. PA 114 ASTM C 911 Product Control No: 94 -0106.25 Structural bonding generic adhesive Nails for installation of rake ridge and gable when exposed Gil Diamond. generic generic Approved mix ratio. 2 1/2:1 generic • .1 Ii Test Agency • Test Identifier Test Nanie/Report Date Task Laboratories, Inc. 798.02 ( #367) 798.02 ( #383 and Material Properties Test 09/03/93 #381) Water Absorption and Breaking Strength 798.02 Material Properties Test 04/02/93 Water Absorption and Breaking Strength 798.02 ( #357) 798.02 ( #354) 798.02 ( #355) G 00007 Test Reports Vipin N. Tolat #9302 Uplift App roval Concentrated Load Structural Uplift Resistance Material Properties Test 04/22/93 ' Water Absorption and • Breaking Strength Product Control No.: 94 -0106.25 it Material Properties Test 10/09/92 Water Absorption and Breaking Strength Material Properties Test 09/04/92 Water Absorption and Breaking Strength ti Material Properties Test 09/03/94 Water Absorption and Breaking Strength 09/14/93 I i Deck Type 2: Wood, non insulated, mortar set Deck Description: New construction, 19/32" or greater plywood plank Slope Range: 2:1/2 " :12 to 7;': 12" System A. Underlayment: Any approved No. 30 or No. 43 organic anchor sheet. Head laps shall be minimum 2" side laps shall be minimum 6 ". ; • Fastening: Nails and tin caps, two (2) rows staggered 12" grid, 6" o.c. at the laps. Membrane: Any approved mineral surfaced rolled roofing applied in hot asphalt or cold process cement (see Model Tile Specifications). Head lap shall minimum 2" and side lap shall be minimum 6 ". Vertical Battens: None Horizontal Battens: • None Mortar /Adhesive Approved mortar shall be used. All tile shall be set in a mortar patty as set forth in the Model Mortar -Set Tile Specifications. Mortar shall be Type "M" mixed in ratio set forth in the 'Products by Others'. Any adhesive application shall be applied as set forth in the. adhesive Product Control Approval. All tile and accessories shall be installed in compliance with /system #3 of the Dade County Model Tile Specification. Roofing Tile: Maximum Design • Velocity Pressure: Comments: Install one of the following profiles: Concrete Barrel, Spanish "S ", or 9" Flat Concrete. The tile system shall be installed in compliance with the Metro Dade County Model Mortar /Adhesive -set Tile Specification (Appendix 'X' of the South Florida Building Code), utilizing the components listed in the 'Products Listings' set forth in this - Product Control Approval. Applications, as detailed in the test reports, are consistent with the application methods stated in the execution section of said model specification. See Limitation No. 6. Product Control No.: 94-0106.25 For re -roof applications. 15/32" plywood is an acceptable substrate. On slopes 4 ":12" to 6 ":12 ", the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses shall be applied in mortar over a single laver of minimum 12 ga. wire mesh with square openings of not Tess than 3/8" which is mechanically attached to the deck with not less than one roofing nail per every 2 f . For pitches from 6 ":12 to 7 ":12, every third tile of every fifth course, beginning with the eight course, shall be nailed. On slopes >7 ":12" all provisions of 'System 1' of the Dade County Model Horizontal Batten Nail -on Tile-Specifications shall apply. Gil Diamond, P.E. 6. 7. 11. • - Acceptance Number: 94-0106.25 Approved Expires: Limitations: 1. This roof system assembly may be applied to roof slopes of 2 1/2 ":12" to 7 ":12" 2. • Nails for attachment of tile shall have heads P.Y 7er than the pre - formed nail holes in the tile. 3. All nails shall be corrosion resistan dipped galvanized, stahlless steel, or copper only. • All tiles shall bear the imprint of the manufacturer's name or logo, as noted attached, to permit identification in the field. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 1 • • Allowable height above ground shall not exceed a maxi height of 45' for non - coastal, 30' in Coastal Area 1 and 2, and only by job approval from the Chief Product Control Compliance Officer in Coastal Area 3. • The manufacturer shall retain the services of an independent testing laboratory to maintain quality control. Testing shall be performed on a minimum of five (5) tiles every three (3) months, for strength according to Section 3404 of the South Florida Building Code, and for rnoistae absorption according to ASTM C 1167. Test samples shall be selected by a laboratory according to ASTM D 3665. Results shall be forwarded to Dade County Product ;Control Section. Test reports shall bear a description of the tile by material and color, i.e. cement, grey. All domestic distributors and private labelers of foreign manufactured tile shall have a completeci distribution agreement filed with the Metro Dade County Office of Code Compliance confirming the distributor's agreement to adhere to the conditions of this report. . Coma Cast Corporation tile shall be installed in strict compliance with the application instructions noted herein as well as the manufacturer's and Metro -Dade County specifications and applications, The Metro Dade County Model Tile Specification shall take precedence. 1 10. The use of all pre - formed trim and specialty tile tested is required as it! fortes an integral part of these ! 1 Product Control Approval tests. Applications for roofing permits must be accompanied by Section II of the Uniform Permit, clearly i indicating the extent of the work to be performed, along with current manufacturer's specifications and details. In addition, a copy of this approval shall be attached to the permit application. Reference shall' be made to all appropriate data for the required fire rating. 12. The following documents were submitted with the application: Product Literature: Flat Shingle Tile and Barrel Cement Tile Application Instructions: Flat Shingle Tile and Barrel Cement Tile. Q000i 0 FED i 4 1994 `FEB 1 4 1997 Butt: C3I/IAir I LE ® Undertock Thickbutt Head FLAT SMOOTH F LAT CC, RAE - re TILE Overlock 3/8" Thickness 090012 SPECIFICATIONS Minimum measurements • CC)IIVIAT L.la ® INSTALLATION GUIDE [ I c r . c • F t F ° C o Ft 'VT 1 CO NI - r conic Ft E - r - ILI - TECHNI9AL DATA OPS110110111111110 Water . . • Average 'data. Slight variation may occur MORTAR SET SYSTEM /he purpose of recommending the following procedure* is to ensure • high quality vmdcmanship When In�talllng COMATII.E. However, node . requirements, weather condilions, and roofing knowledge Specific to • a particular area must be taken into account, and may have to take precedence over COMATILE's recommendations. Comacast Corporation, manufacturer of COMATILE, explicit or implicit, does not and cannot warranty any method of Installation of its tiles. . . • 600013 7/8" Minimum measurements I I • Weight per tile....................................080110110110011111111110110••••••■••••••••04101:1011111000■0110011~Ila 73/4 Lbs. Pieces per squ ' • 120 O verall size1 ....011~01100MOOMMIEMIONMOVNIONNIMSOWNINIMINIMMMMINII•••••••••••••••••••••••••••■•■IMIMPONMMINMININIMMNINOMb 16 x 9718" • Exposed size ••••■•••••111 8 718 Tile thicimen . • breaking strength 3/8" , 250 Lbs. 8.84% 4383 S.W. 70th Court, Miami, Florida 33155, USA Toll Free 1-800-273-1034 Fax (305) 667-0592 In Dade County (305) 665-3665 TILE AND MORTAR PLACEMENT Mortar contact is made with 3 Tiles It SAYE SECTION \\\1\1 \\L\ IVI ACT LE® 000018 it Eft iE .SECTION G ABLE Ei■Ji Job Address: /,Z SS .0e• 57.5 5; APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). • One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: • O New Construction Rc -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: Mortar or Adhesive Set Tile Systems Page - 1 P9-4_404,e- Process No. Is the deck solid sh ed? (circle 'yes' or 'no') no Deck Type (check one of the following): O Nominal ' /z" Plywood (for re -roof only) • O • 5/ ,,,--- ivofiiinal i n ri 21 Wood Plank /zw " O Other (1111 in) Roof Pitch (fill in): " : 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/ : ":12 ". Mortar, or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first thrcc courses of tile nailed with not less than one nail perrtile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum .12 ga. wirc mesh with square openings of not less than 3 / 8 " which is mechanically attached to the sheathing with not less than one nail per 2 IV. Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control •_. oval for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature no Is the proposed underlayment approved for use with this tile system assembly? no Job Address: 4. Project Information (continued): If the proposed underlaymcnt is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rin: shank, corrossion reisistant nails)? no The Tile System Assembly: The following information is required to confirm compliance with • Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile Material: ❑ Clay Lncrete ❑ Other: Mortar or Adhesive: no f • A A-T" Contractor: Product Control Approval Number: fr-o/'d - �--� Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Sct Tile Systems Page - 2 • l Mortar: Manufacturer: R •JK. CF- ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: ❑ N/A Underlayment: Length: D Other: Type: Length: Process No. Mixing Ratio: IV Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. 1 Job Address: Underlayment (continued): Check all of the following which apply to the proposed underlayment . for use with the proposed tile system assembly: B 430 asphalt saturated felt with: Manufacturer: / 7 S7%4 2.2 O ASTM #15 asphalt saturated felt with: Manufacturer: 'Mineral Surfaced Roll Roofing with: Manufacturer: AST, d O Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: E" —Minimum 12 ga. electro- galvanized minimum 32 ga. x 1 tin cap: Length: / ��/ " Manufacturer: 4/ sum O Other: Type: Length: Manufacturer: " O 19" overlap D 6" overlap — l-f' overlap D 19" overlap D 6" overlap O 4" overlap D. 19" overlap O 6" overlap B - 4" overlap 5 t r— roofing nail with Contractor: - Process No. Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tilt system assembly Product Control Approval): Field: ' " o.c. Laps: /2.. " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: .ZG y . Finish: 01I 1rrs Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions forth in Dade County Protocol PA 111, marked Appendix 'V in the South Florida Building Code. Adhesives (check one of the following): 0 Cold Adhesive: Type: Manufacturer: to Flashin Cement: /.4 vl c%�cfa 3 x / 4rn L 1/Srd Type: Manufacturer: e-eic t lc- Job Address: Contractor: Process No. Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size ❑ Soffit: Type Size Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. • Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Job Address: Roof Pitch Ridge Venting: (ir Deck: Type: W C Thiciaess: " Underlayment: ,95r/4 6 Z Underlay-ment Fastener: /is 7/4 4 V/ " 3 Contractor: 12" DETAIL RI Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 _ Process No. FILLIN APPLICADLE ROOFING COMPONENTS WIIICI I MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Componcnt not used in Tile System Assembly, fill in with "N/A°. ) Head Lap Dimension: " (minimum 2' sodess otherwise specified in the tile system ossonhlyProlurt Control 4— Mortar/Adhesive: Existing or Proposed SofTit Venting: 7 1/re Tile: q" x447- Tile Fastener: Edge Metal or Gutter Fastener: A s r AZ q / Bird Stop: ( applicable) Edge Metal or Gutter: 4..srm 4- -.5 " 3 C &? oe—se—I c • Job Address: Contractor: BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Process No. Ridge Height: 2 -N feet Eave Height: ZL feet Roof Mean Height i3 feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category At Hurricance Oceanlinc ?: Y N Basic Wind Speed at Building Location. 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7-88) Ground Level Job Address: Contractor: so V . Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) 31 IV - BUILDING INFORMATION 112: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Process No. • Job Address:. Contractor: Process No. The .undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared /�, �, ,, e rz r,c.z who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Sworn to and subscribed before me this 9 th day of 19 My commission expires: Licensed Contractor / Owner Signature Notary Public State of Florida Mortar or Adhesive Set Tile Systems Page - 8 • 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1// ob Address as-5-m5 9.5757. Folio Legal Description / Ten • ry Owner's Address /zr 9375:/ Al•;04 #6 Contracting Co. Quarlfi State # /9 Municipal # Architect/Engineer Bonding Company Mortgagor WORK DESCRIPTION kl Square Ft. Oeit Ai r / /zi.z_!! 0/% , :,fr NotIrl to Owner and/or Condo Presi.ent Date My Commission Expires: 4∎474 , "OFFICIAL SEAL" e •'• a :• Shannon Miller � /�� _ , ru •< My Commission Expires 111219 7 A �Q Commission #CC 327872 FMS: PERMIT 64 • RADON APPROVED: Zoning Building Mechanical i Plumbing Historically Designated: Yes No Master Permit # g .996 S'3 /'`, Phone 75— ARIA Address /49.2- 5 , e. P&T ./P. e ss# / /_ Competency # Address Address Address Estimated Cost (value) Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING VING FENCE SIGN r 4 rixesexre odr,C z'rRefixtOr vt/'-e04 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -n. • : ontrac it to do the work s to ignature of Contrac r- Builder Notary as to Contractor or Owner- Builder My Commission Expires: � o�`" 7117•• ., "OFFICIAL SEAL" ` �= Shannon Miller .a4•' �= • _'' ,�� • <= My Commiss Expires 14►2�97. . "; `��Q Comrnission #CC 327872 c) C.C.F. / • NOTARY Electrical TOTAL DUE Date Date Engineering flashing Details Countedlashing Masonry Primer Fasteners B - -24' Cant Root Substrate Roof Membrane Ruberold MB (only 1 ply) GAF Materials Corporation Flashing Design 1X_ Includes types: 1XT and 1XM This flashing design is eligible for Liberty Guarantees with terms for as long as 12 years. This flashing design is applicable only for noncombustible parapets and walls. Materials GAF Materials Corporation Asphalt/Concrete Primer GAF Materials Corporation Steep Roofing Asphalt ASTM 0 -312 Types III or IV RUBEROID ®TORCH (Smooth) RUBEROID TORCH (Granule) RUBEROID MOP (Granule) GAF Materials Corporation Fibered Aluminum Coating Application This design is applicable for installation to noncombustible parapet and wall surfaces in conjunction with GAFGLAS® Roofing Systems where metal or other counterflashing is to be employed. Discussion This flashing design can be constructed with various RUBEROID Membranes depending largely upon the roof membrane design. Either mop or torch grade RUBEROID Membranes can be used with a GAFGLAS Asphalt Roof System. Do not coat granule surfaced membranes. Limits Minimum height - 8 inches above roof surface. Maximum height - 24 inches above roof surface. Installation 1. All masonry surfaces to be flashed must be primed with Asphalt/Concrete Primer and allowed to dry thoroughly. 2. Cants are required. Roof membrane plies must extend approximately 2 inches above the cant. 3. Torch Applied Flashings For convenience, starting at the top of the flashing height, position the torch applied RUBEROID membrane to provide 4 inch side laps. A few nails may be installed across the top of the flashing to facilitate installation. Fully torch the membrane to the primed parapet and at least 4 inches onto the roof. Flow out of compound should occur at all laps. If RUBEROID TORCH (Granule) is being used, additional heat must be applied at all lap areas causing the granules to just begin to sink into the top surface compound. For smooth surfaced instal- lations where a coating is desired, wait at least 1 week, but not more than 4 weeks, then apply Fibered Aluminum Coating at a rate of approximately 172-2 gallons per 100 square feet. Safety Note: As with any open flame application, great care must be exercised. Where torch applied RUBEROID membrane is used, it is mandatory that all wood fiber, wood, or any other flammable material be protected from open, direct flame. No torch should be used in the vicinity of freshly applied solvent based cements and coatings. OAPWILMALS CORPORATION 4. Mop Applied Flashings Fully mop one ply of mop applied RUBEROID membrane with Steep Asphalt ASTM D -312 Type III or IV to the primed vertical surface and at least 4 inches out onto the roof. Position for 4 inch side laps. The Steep Asphalt should be mopped at a minimum temperature of 400° F (with a target temperature of 425° F), or 20° F above the EVT, whichever is higher. Pressing the seam and providing for' // inch asphalt flow out should be done to assure sound laps. Note: Regardless of the specific type of flashing installed, the RUBEROID membrane must be soundly adhered to the parapet resulting in a minimum void, non - bridging construction. 5. Nail the flashing at its top edge using nails having a minimum 1 inch round or square integral metal head. Nail on 8 inch centers for heights up to 12 inch- es. Nail on 4 inch centers for heights 12 inches up to 24 inches. 6. Surfaces which require a coating must be clean, dry, and free of any loose dust or dirt at the time of coating. The frequency of recoating as part of a peri- odic maintenance program depends on climatic conditions. 7. Install metal or other membrane counterflashing so that the counterflashing extends a minimum of 4 inches below the nails at the top edge of the flashing. Guarantees Available Specification GAFGLAS Liberty 1XT 1 XM 2 +10',10, 5 2 +10,10, 5 *When a smooth surfaced RUBEROID Membrane is used„ it must be coated with a coating approved by GAF Materials Corporation to receive a 2 +10 Liberty Guarantee. 47 ,; RUBEROID® Specifications N- 1 -1 -MG, and N -1 -1 -MSC GAF BUILDING FO CORPO 4 CORPONAilpl Substrate —'h inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 9. Slope —Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials .:Approximate Weight Per Square '. CAE Steep, Roofing Asphalt ASTM D Type Ill or IV ' GAFGLAS 175 Base Sheet: ' r GAF RUBEROID MOP (Smooth or Granule Surfaced T: Surfacing(Required N.-1-1-racy _ • 25 Ibs: ; '25 Ibs_ 90-105 lbs.. :` Tota1140 -155 Ibs :'' Guarantees Available Specification RUBEROID Liberty RUBEROID N -1 -1 -MSC N- 1 -1 -MG 12,10 12,10 12,10 12,10 General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS 175 Base Sheet (or in the case of a fresh lightweight insulating concrete or gypsum deck where GAFGLAS STRATAVENP (Vent Ply) for Nailable Decks is required), with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each raw. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP (Smooth or Gravel) in a nominal 25 pounds per 100 square feet (plus or minus 20%) continuous coat of GAF Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 3. For specification N -1 -1 -MSC, a coating is required. Apply GAF WEATHER COATI Emulsion at a rate of 2 -3 gallons per 100 square feet or GAF Fibered Aluminum Roof Coating at a rate of 1'/z-2 gallons per 100 square feet. Apply this coating between 1 and 4 weeks after installing the RUBEROID membrane. The protective coating must be maintained during the life of the roof. Reapplication of surfacing should be employed as part of a periodic main- tenance program. The frequency may vary depending on climatic conditions. The RUBEROID MB Membrane Moo Aoolied surface must be clean. drv. and free of all loose dust and dirt at the time of coatin4 Note: Over structural wood fiber decks, 400 pounds of gravel or 300 pounds of slag per 100 square feet installed in a 60 pound per square (plus or minus 20 %) flood coat of GAF Roofing Asphalt is required. RUBEROI0 UL Classifications UL Class Surfacing Substrate Slope Specification K97 C- : y :" N-1 -1 -MSC • Non. NC ;' / :" N- 1 -1-MG For more extensive UL classifications, see page 6. UL Chart Key 1. Surfacing K97 = Karnali 1 Fibrated Aluminum Asphalt Roof Coating 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc.. plywood (min. t /s inch thickness), oriented strand board (min.' /: inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per foot. 49 Address :/ i 93977 Contractor S .- Process No. GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: 4r: ©330. �p System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 12a01.166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: / 3 J rr - f i Contractor / /Zel Process No. ( Check one of the following) V Recover Re -roof. New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: Y If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If 'yes', attach ASTME907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: (Type, size and method of attachment, if applicable ) Base Sheet or Ply: (Type and method of attachment) Y /144, -rose•offP4 ie75 6 A-& ,�' g Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Y N Job Address: AT" I 7 Contractor Process No. Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) heeirtsee%h d ,t/A ,0 Built -Up Applications and Modified Bitumen Systems Page -3 �t / Job Address : :457V Contractor //Ag ' Process No. I _ inches W inches T inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Top Ply: 0e0 Bonding Material: Ply Sheet(s): Surfacing: (briefly describe, tf applicable) Bonding Material: Fastener Primer. (if applicable) (tfbase sheet mech. attached) Base Sheet: Bonding ( basshe bonded ) r Fastener: �! /T #I1 (if top insulation layer mech. onoched) Top Insulation Layer Of applicable ) Bonding Material: (if top Insulation toyer bonded) Fastener: (ifinntlatton mech. attached) Insulation: Bonding Material: ( (insu/ation bonded) / - Vapor Retarder. ((/applicable) DECK: weep Type: xied /f� Gage or Thickness: I" Density, if concrete deck: Built -Up Applications and Modified Bitumen Systems Page -4 Job Address:/ c,15 gJ Contractor � Q�i(Ls Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: PERIMETER DETAIL #1: Parapet Wall Detail � 1' e L Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail goria Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Built -Up Applications and Modified Bitumen Systems Page -5 • Job Address: i 5 - /e 9317-Contractor .44 Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Attembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: YA Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: Contractor PERIMETER DETAIL #5: 'Other' Detail Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eitisit Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. /(A Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment r f� PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 ,/ Job Address: 4 �/� ,nr- Contractor j !/X Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A" ) Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet ? BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job AddressAtre er S ;Contractor ! /fj Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) fL4� te° frisrlafcrie o war) rzr ti N 1.- 1 4 _ •• BUILDING INFORMATION 142: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Job Address: Cortractor Process No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Y N Reviewed Details ?: y N Notes: Built -Up Applications and Modified Bitumen Systems Page -10 Job Address: Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner PRODUCT NO. : the conditions set forth above. APPROVED: may 0 4 199 --- -. 1 ) U METROPOLITAN DADE COUNTY, FLORIDA METRO.DADE FLAGLEtl BUILDING BUILDING COUE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAOLER BUILDING 140 WEST FUIOLER STREET MIAMI, FLORIDA 90130.1560 (005) 376-2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 376-2000 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. ACCEPTANCE NO.: 95- 0330.06 `/a Rodriguez Product Control Division EXPIRES: NOV 1 n 1997 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Coutytq;,Florida under J arles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: GAF Materials Corporation Product Control No.: 95 - 0330.06 1361 Alps Road Wayne, NJ 07470 Approval Date: £ AY 0 4 1995 Expiration Date: NOV 1 0 1997 Category: Membrane Roofing System Sub - Category Built -up Roofing Type: Modified Bitumen Sub -Type: SBS, APP System Descri tp ion GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen • products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 1 sq. roll 87 lbs. 3 /. sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test Specification Product Control No.: 95- 0330.06 Product Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. • ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min al gr Raul Rodriguez u � g /4 / 4 Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service • Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 J.I. OT4A l .AM J.I. 1 V7AO.AM J.I. 1V8A4.AM J.I. 1 R 1 A6.AM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I. 2M0A4.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AIv1 J.I. 3X3A2.AM GAF -53 -X -915 R1306 3600.02.95 Test Reports Test Name/Report Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fire Classification Wind Uplift, Small Scale 13 Raul Rodriguez Product Control No.: 95 0330.06 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 07/16/91 03/2 1 /87 08/02/94 07/29/94 08/02/94 03/08/91 08/01/94 02/02/95 Membrane Type: SBS Deck Type 1: Deck Description: Sy Type E: Base Sheet: Fastening: Note: PIy Sheet:. Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated 19 /, Z " or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations apply. One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and PIy 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb. /sq. f 15 %. -60 psf. Class 'A'; see General Limitation #2. 3:12; see General Limitation #3. N- 1 -1 -MG, N -1 -1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N -1- l -MGP 41 Raul Rodriguez Product Control No.: 95 -0330.06 General Limitations: Product Control No.: 95- 0502.01 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. • Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design velocity pressure restrictions on spot attached systems. - 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the.South Florida Building Code. 6. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. I I. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 1 1 1 of the South • rid J: u'j' nu ode. 102 Raul Rodriguez Product Control No.: 95- 0502.04 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored on end and on a clean, flat and dry surface. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than 90 lbf.. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of 300 Ibf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 Ibf. insulatio sha not be acceptable. 21. 103 Raul Rodriguez • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extensions of 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 engineer registered in the State of Florida: 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory 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 product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the . manufacturer or his, distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. • 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez Product Control Division Supervisor