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ROOFINGDisapproved (Signed) 774 Uaa MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcsnr•nr ur me plans and specifications herewith submitted for the build inc 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... _.. �....:_��— .. _ — •a. lf}° r Street and Number where work is to be done work to be done apurpo of buildin (by Building Inspector Ov -ner's Name and Address .... 7 Registered Architect and /or Engineer Name and address of licensed contrictor g...Q.._ ..,.. / Location and legal dcsfription of lot to be buik on: // ga,e /s Lot.e. ! L' 4/ -C Block 1.. Subdivis�n and for no other purpose. New Building Remodeling Addition Repairs No. of tortes To be constructed of Kind of foun • '. n Roof Covering...7Z_. Estimated Total cost of improvements L.--' A $•_a�� +� moun t of Permit S. /0 r v0 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 \\'orkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup )lenient, anti has complied ss ith 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed eider this permit, as are licensed by Miami Shores Village. Remarks..._ (Signed) �C �N ! 77 STATE OF FLORIDA, 1 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 _s (� ! I Date...• . 41..%,k2 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member .. .. Member Council Approved Date Disapproved 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 hoard. A re Lion fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anu /or workmanship. Application is hereby made for the approval of the detailed state „sent ui sue 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 pregreu of the work. Owner's Name and Address ....ft ..... Registered Architect and /or Engineer . ........ ....... . Name and address of licensed contractor NCR, Location and legal description of lot to be built Qn: Lot... 4 9 W � ' Block Street and Number where work is to be done St a work to be • Kind of founken Building Inspector Chairman Member Member .. _..--•-- ....._..._._...._....._ Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT e a purpose � b ildi ( y floors ...... .....�! PLANNING BOARD DATE No. 7 Street_.....!' ! _. Date... et ;. ;j 2 e(; )gP' 7.14 12 _...l1. fa /I 624? r Subdivision. S� ^& Ncw Budding Remodeling Addition To be constructed of Estimated Total cost of improvements $E Amount of Permit S. Zone cubage required .Plan Cubage Distance to next nearest building.. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Permanent Sup )leulent, and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe 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 arc required by the Act. The undersigned agrees to employ only such subcontracto s, on work to be perforined under this pcnnit, as are licensed by Miami Shores Village. Rem.uks (Signed)- — -7M- . _..... .. Repairs t/ _ Roof Covering 72 STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein- by him stated are true.. 1� Permit No. Date Disapproved .. , ... Date. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires and for no other purpose. No. f Stories... to me well known, Member Member Member __.._ — 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. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor New Building Remodeling Addition STATE OF FLORIDA COUNTY OF DADE. 15S. -4c 7i 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 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. Location and le gal of lot to be built oz, �/��/ o ne' �, Lot9� Y � /° G Block / Subdivision �Y/ ,g' e �J"� / 9' '�✓ /D- Street and Number where work is to be done State trk to be^done and pu pose of building by f).ors), state exterior colors (submit sa ples) c. To be constructed of �II Kind of foundation Roof Covering Estimated Total cost of improvements S —6 �/ V r Amount of Permit S � � I 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 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 subcontractors, on workebe performed under this permit, as are licensed by Miami Shores Village. i Remarks (Signed) ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared 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. ei/rr Date I Permit No. Disapproved (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Tate Disapproved Date NOTE: A charge of S25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Date o� No. / 30 Repairs No. of Stories y7eO Read. Sworn to and Subscribed before me. . 19.ff Street ✓.Gk / Notary Public, State of Florida and for no other purpose. to me well known. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2: Address /3) 4/E 9, ,,s1: Tax Folio Legal Description Historically Designated: Yes No O ner/I I Tenant 7v,/ // Mastcr Pcrmit # 2 / Owners Address /3 0 J Phone 757 -c7)9 j'cj Contracting Co. / //W - e(2W 7 Address 3 9K /V �) % (.. S Qualifier (,/9 e.)/S SS# - - Phone State # A Municipal it Competency # Ins Co Architect/Engineer t ),/ / Address Bondmg Comparrr /UM Address _ Mortgagor A // 9 Addre •� Permit Type (circle one): BUILDLNG ELECTRICAL PLUIV BENG MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Ap4 / ////= /e;° Square Ft`() A Signature cr ani'or Co do President Date • P'Notary as to Owner andjor Condo i'residcnt Date My C niuntssion Expires: FEES: PERMIT fz0. CV RADON APPROVED: Zoning Mechanical I'lumbine �1 ceJec-- Estimated Cost (value) / 5 . W AKIN Wits IU (Aviv t.K: You MUb1• RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO bO MAY RESULT IN YOUR PAYLNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTALN 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. PLUM)3INO, SKINS, POOLS, ROOFINCI and MI-CI IANICAI. WORK ')W S nl' FliJAVII: i ccruly that all the Ioregoing information is accutaie .viii Li id/ iii w'itr II tic unite In L(itpllanze visit ou :.pplicaNNle laws regulating construeucn and zoning. Fun ncrrnore. l authorize the anuvc- narttcti i n tu aciut. 1.t, tit* rile Viatw ATI Cuutt ui:ui ut O of . as to Contru;:,:or c f wner -toil et • My Commission Expires: cP RY Ill' KIMRFO' "" 0 CC 1 OF P>' ATL C C F._ e 5 - 7) NOTARY c I ?leetncal Engines Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter W dth (a'): - Corner Size (a' x a' : ( ) X L ? 1 1 I ! 1 1 4 i 1 ThH+ 1 t 1r; I-r-Ii! '� i . n �r r' - �; � , 1 i " Ir,f ,_ �I' ,� - .,, 1 1 Iii 1 (1 T T �!! Ts ' j in r; _l___Iw 1 NI F I -t rif_1 _._ - - fi *—� - j s, - --i --r-- -I -� -4 ' !_I_I T1 I' } .. # , -�.1 --� _!- , i '}a _r -i �.4..' - — ._ 1 - n _ -� - . - 1 --- 1-- _ - 1. - L� I 'L i_1.ta__ r - r J L r 1 Li_:__J±_ 11 :1 i 1- r -� fi- i _J__L�.�. n - -- -- , - - - -- i , - - - i Iffi Y i - I - L__ .'' f I I - r - �-� ! . - II I ! 4 --' -1 -t -• - --- - r - # I .*± r- i I f ;- r }- ! {j! -- 1- 1._i -_ - 1 _.._1 -�-_.i_ -t-jr-'---- -�- 4-- -f- -a - r r _ i - �S _. r F. - ` r -- -H 1 i -1- --- t - i -�-1- r T IT -1 -77 r 1 ... y .. T ! ' _ - -� j - , 1 �~- i - { • - +- 1 1.1. - , -1 =J. --1- r -t - - 1 t - i r -!- -; II 1 i 4 t - - -, i. Slope _sue � •• z [ Velocity "glur, ocare Zone Uniform :Roofing Permit Application MIAMI -DAD£ COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATIOP: Master Permit No. Contractor's Name: IJACA BROTHERS ROOFING Asphaltic Shingles Live f i 150 Section A (General Information) Process No. Job Address: Roof Category ✓ Mechanically Fastened Tile �' Metal PaneUShingles ✓ Other: FT Page 2 I Co vg 91 ,40.t' Riorodad 17 Wood Shingles/Shakes ,,.� Roof Type IT New Roof l Re- Roofing F.' Recovering r` Repair r Maintenance Are there Stacks located on the roof? IT Yes If yes, wtiat type? El Natural [3 LPGX Roof System Information Low slope roof area (ft. 300 -•-- I Steep Sloped area (ft.') ZO Total (ft.=) U Z 50 c Section B (Roof Plan) 4 ), High Ve!ocity Hurricarr& Zone Uniform Roofirg Permit App!ication Form MlAFil DADE ;OUNTY BUILDING DEPARTMEN r 2LECTRONIC APPLICATION Alternate Tile Attachment Method: N/A Clip Spacing for Metal Roof Panels I Field I N/A Perimeters. I N/A Corners* I N/A Perimeter Width: I 2' .. D (Steep Sloped Roof System) Sloped System Description Method of Tile Attachment: INA Deck Type: '! P1ywoodI Alternate Deck Type: IN/A Underlayment type: 130 LB Flif Insulation/Fire Barrier Board KA Optional Nailable Substrate: 1114 Fasteners: ETC W/ 1 1/4 RING SHAUN* Type Cap Sheet Type/Adhesive 190 IB MOPPED soup Roof Covering: f Roof Slope: r_._:"..._17/1T 'SANTA FEE CLAY S I Roof Mean Height:1: 10 1/2:1 Roof Covering Attachment Method: IPOLYFOARI Ridge Ventilation: IN/A i Drip Edge Size & Gauge:12" face 26 ga. Drip Edge Material Type: I Calvinized Met Drip Edge Fastener Type: 11 1/4 RING SHANK Hook Strip/Cleat ga. or weight: ET Roof System Manufacturer: ISA SANTA FE TILE CORP Notice of Acceptance Number: 100-1212.06 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Pmax 1: 4 F - 1, 1 Pmax 2: 96 !Pmax 3: 90 ' .........._,.. Maximum Design Wind Pressures, (From the PCA Specific system): 613 ; 4 ), High Ve!ocity Hurricarr& Zone Uniform Roofirg Permit App!ication Form MlAFil DADE ;OUNTY BUILDING DEPARTMEN r 2LECTRONIC APPLICATION Alternate Tile Attachment Method: N/A Clip Spacing for Metal Roof Panels I Field I N/A Perimeters. I N/A Corners* I N/A Perimeter Width: I 2' .. D (Steep Sloped Roof System) Sloped System Description Method of Tile Attachment: INA Deck Type: '! P1ywoodI Alternate Deck Type: IN/A Underlayment type: 130 LB Flif Insulation/Fire Barrier Board KA Optional Nailable Substrate: 1114 Fasteners: ETC W/ 1 1/4 RING SHAUN* Type Cap Sheet Type/Adhesive 190 IB MOPPED soup Roof Covering: f Roof Slope: r_._:"..._17/1T 'SANTA FEE CLAY S I Roof Mean Height:1: 10 1/2:1 Roof Covering Attachment Method: IPOLYFOARI Ridge Ventilation: IN/A i Drip Edge Size & Gauge:12" face 26 ga. Drip Edge Material Type: I Calvinized Met Drip Edge Fastener Type: 11 1/4 RING SHANK Hook Strip/Cleat ga. or weight: ET Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope E3 Q< a a a 2:12 30.7 33.4 35.7 37.7 40.7 3:12 28.7 31.3 33.4 35.2 38.1 4:12 26.6 28.9 30.9 32.6 35.2 5:12 24.5 26.7 28.5 30.0 32.5 6:12 22.5 24.5 26.2 27.6 29.8 7:12 20.8 22.6 25.4 25.4 27.5 Higfii Velocity Hurricane Zone Uniform Rooting Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMEMT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 46.1 x A 297 ! - Mg: 582 = Mr1: 7.87 ; NOA Mf: 619 P 2: 96T x A 297 - Mg: 5.82 = Mr1: 2279 NOA Mf: 619 's P 3: 961 (x A FR - M 5.82 ' = Mr1: 2290 NOA Mf: 61.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 28.7._j NOA Mr: F9 Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Pmax1•1 Pmax 2: Pmax3: Maximum Design Pressure, From the Specific NOA System: F-5 PsF Deck type: 5I8" Plywood * These decks require a fastener pull test by an approved test labratory Other Deck Type: Joist Spacing: Slope: Ado- 11 Higa Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Anchor/Base Sheet & No. of Ply(s): LONE GLASS BASE j Anchor/Base Sheet Fastener/Bonding Material: ITC W/ 1 1/4 RING SHANK NAIL j Insulation Base Layer/Size & Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Fastener/Bonding Material: Insulation Top Layer/Size & Thickness: [N/A Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: Wood Nailer: TAM ROOFING PRODUO IN/A Base Sheet(s) & No. of Ply(s): NOA No: r ----- 01-0508.01 IONE GLASS BASE Base Sheet Fastener/Bonding Material: II 1/4 RING SHANK NAIL & 1 54 Ply Sheet(s) & No. of Ply(s): trwo PLY 4 Ply Sheet Fastener/Bonding Material: !MOPPED DOWN WiTYPE 4 i Drip Edge Size & Gauge: 1 3 " . face 26 ga- Drip Edge Material Type:LUvinizelliidalit Hook Strip/Cleat gauge or weight: N/A_ Design Wind Pressures, From RAS 128 or Calculations: Coping Metal: IN/A Top Ply: IBIERIAL SURFACA CAP SHI/1 Top Ply Fastening/Bonding Material: IFBIL MOPPING W/ TYPE 4 Surfacing: IN/A FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 1 Yr R$ Nai1z JJ Alternate Fasteners: 11 1. Field: 1.• ok @ laps & rj rows © 2. Perimeter: • @ laps & rj rows @ 6" 1• o/c 3. Comers: 4" • ok @ laps & r3 rows @ 4" • o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter FT, Corner Nrin • • r 317.121SC-AWONOFZMEN.11031011C167° _ . s Notification for Roofing PeJmits issueu under the Florida Building MIAMI •LADE COUNTY r:U''. nNS 7Fr'ARTIILPfl ELECTRONIC APPLICATION Section 1524 - High Velocity Hurricane LoI!3s Requiiso Owners Notification for Rooting Considerations t age of a 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the under with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. N7 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. •O in 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. _6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 'J 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's / ! ! ent's Signature f y Date Contr3ct6r's Signat e http: / /www.co.miami- dade. fl. us / bldg /roofmg_permiting/owner notification.html 3/20/02 M I A M.FDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Santa Fc Tile Corporation 10302 N.W. South River Drive, Bay #16 Medley ,FL 33178 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 12I2.06 EXPIRES: 02/01/2006 APPROVED: 02/01 /2001 111045000 11 pc200011templatestnotice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2905 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305)375-2558 CONTRACTOR ENFORCE IENr DIVISION (305) 375.2966 FAX (305) 375 -290s 1'14O0t1Cr CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -639 Your application for Notice of Acceptance (NOA) of: Spanish "S" Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturirr's plant for quality control testing. If this product or material fails to perform in the approved manner, JFCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reservi; :s the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodrit,uez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGiES FOR SPECIFIC AND GENERAL CONDITIONS 1 BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed b7;1 tom BCCO and approved by the Building Code and Product Review Committee to be used in Miami -D -de County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office CAUICK FA)C'0fif • • SANTAFE TILE CORPORATION ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Cate2orv: 07320 Roofing Tiles Materials Deck Type: Manufactured by Applicant Santafe S' Clay Roof Tile Trim Pieces Dimensions 1= 18" w - 11.5 v-.." thick I = varies w = varies varying thickness Clay Roof Tiles Wood SCOPE This renews a roofing system using Santa Fe "Santafe Santafe Tile Corporation described in Section 2 of this'll comply with the South Florida Building Code, 1994 Edd locations where the design pressure requirements, as de does not exceed the design pressure values obtain by ca using the values listed in herein. The attachment calcul system. PRODUCT DESCRIPTION Test Specifications 2.1 COMPONENTS OR PRODUCTS MANUF Test Product Dimensions Specifications Tile Screws #8 x 2-1/2 long PA 114 0.130" shank dia. Appendix E 0.178 flute dia. - 2 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. For mortar or adhesive set tile applications, a s accordance with RAS 106. 3.3 Applicant shall retain the services of a Mia perform quarterly test in accordance with PA submitted to the Building Code Compliance 0 CCEPTANCE No.: 00 1212.06 Approval Date: February 1.2001 Expiration Date: February 1. 2006 clay roofing tile, manufactured by otice of Acceptance. designed to ion for Miami -Dade County. For rmined by applicable building code, ulations in compliance with RA$ 127 tions shall be done as a moment based Product Description PA 112 Orie piece high profile clay roof tile equipped with two nail holes. For nail - on, mortar set and adhesive set applications. PA 112 Accssory trim, clay roof pieces for use at hip 's, rakes, ridLy,cs and valley terminations. Mainufactured for each tile profile. AC1?URED BY OTHERS j Product jIDlacriptinn 4 itainless Steel Manufacturer generic tic field uplift test shall be performed in i -Dade County Certified Laboratory to 1 2_ a .. l hall be • r���111•J. ��T77...� 1 uloaga, RRC Roofing Product Control Examiner Table 4: Attachment Resistance Express4d as a Moment - Mr (ft -lbf) for Mortar or Adhesive SO Systems Tile Profile Tile - { Application 1 c- Attachment Resistance Santafe 'S' Mortar Set i 23.6 Adhesive Set ; 61.9 SANTAFE THE CORPORATION 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed County Roofing Application Standard R. AS 118 4.1.2 Data For Attachment Calcul ations Santafe 'S' Tile Profile 3.5 30/90 hot mopped underlayment applications n slope unless stated otherwise by the underla literature. 3.6 This acceptance is for wood deck applications. compliance with applicable building code. Tile Profile Table 3: Attachment Resistance Expresse For Nail -On Svste Tile Application Table 1: Aerodynamic Multi (ft Batten Applicajion 0.274 Two Nails One Screw Santafe S Direct Deck 21.8 29.16' i Battens i 1. Approved screws as noted 'Product manufactured by others' 3 ACCEPTANCE No.: 00- 1212.06 y be installed perpendicular to the roof W ent material manufacturers published Minimum deck requirements shall be in strict compliance with Miami Dade RAS 119, and RAS 120. ers X ft (ft Direct Deck 0.297 as a Moment Mf (ft -lbf) Two Screws j One Screw w/ Cli� 38.26 57.31 Two Screws w/ Cli� 57.60 61.77' rank Zuloaga, RRC Roofing Product Control Examiner Table 2: Restoring Moments du toe gravity - M (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" I' ":12" i 6 ":12" 7 ":12" or greater Battens' Direct Deck Battens! Direct i Deck Battens Direct Deck Battens Direct Deck Ba ens( Direct Deck Battens I Direct ! Deck Santafe 'S' 5.93 1 5.90 5.85 5.82 5.73 5.69 I 5;56 1 5.53 5.32 L5.29 5.03 I N/A SANTAFE THE CORPORATION 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed County Roofing Application Standard R. AS 118 4.1.2 Data For Attachment Calcul ations Santafe 'S' Tile Profile 3.5 30/90 hot mopped underlayment applications n slope unless stated otherwise by the underla literature. 3.6 This acceptance is for wood deck applications. compliance with applicable building code. Tile Profile Table 3: Attachment Resistance Expresse For Nail -On Svste Tile Application Table 1: Aerodynamic Multi (ft Batten Applicajion 0.274 Two Nails One Screw Santafe S Direct Deck 21.8 29.16' i Battens i 1. Approved screws as noted 'Product manufactured by others' 3 ACCEPTANCE No.: 00- 1212.06 y be installed perpendicular to the roof W ent material manufacturers published Minimum deck requirements shall be in strict compliance with Miami Dade RAS 119, and RAS 120. ers X ft (ft Direct Deck 0.297 as a Moment Mf (ft -lbf) Two Screws j One Screw w/ Cli� 38.26 57.31 Two Screws w/ Cli� 57.60 61.77' rank Zuloaga, RRC Roofing Product Control Examiner i SANTAFE TILE CORPORATION 1ACCEnNCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or identifiable m king of the manufacturer's name or logo, or following statement: "Miami -Dade County Pr duct Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accomp ied by copies of the following: 6.1.2 Any other documents required by the Buildig Official This Notice of Acceptance. fficial or applicable Building Code in order to properly evaluate the installation of is system. SANTAFE SANTAFE S" CLAY OOF TILE PROFILE DRAWIN 4 Frank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 00- 1212.06 NOTICE OF ACCEPTANCE STANDAIpD CONDITIONS l Renewal of this Acceptance (approval) shall be considered after L renewal application has been filed and the original submitted documentation, including test supporting dati, engineering documents, arc no older than eight (8) years. 2 Any and all approved products shall be permanently labeled witL the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Controli.pproved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Cod affecting the evaluation of this product and the product is not in compliance with the code changes„ b) The product is no longer the same product (identical) as tht: one originally approved; c) if the Acceptance holder has not complied with all the regtrrements of this acceptance, including the correct installation of the product; ii d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering professign. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unlesis prior written approval has been requested (through the filing of a revision application with appropriate fee and granted by this office. 5 Any of the following shall also be grounds for removal of this A; a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words ytiamil•Dadc County, Florida, and followed by the expiration date may be displayed in advertising literature. If an portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and otliLr documents, where it applies, shall be provided to the user by the manufacturer or its distributors and stall be available for inspection at the job site at all times. The copies need not be resealed by the engine. Failure to comply with any section of this Acceptance shall be c use.for termination and removal of Acceptance. , • 9 This Acceptance contains pages I through END OF THIS ACCEPTA;NCE Frank Zuloaga, RRC Roofing Product Control Examiner AL`IAR (USA), INC. APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS 10-1/ 2" ONE PIECE `S' CLAY ROOF TILE 7 ACCEPTANCE No.: 99- 1102.04 Frank Zuloaga, RRC Roofing Product Control Examiner Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. ,. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. fe LLMIAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. " Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 7 and this last page 8. END OF THIS ACCEPTANC 8 F " Zuloaga, RRC Roofing Product Control Examiner U1 1U: coo I Dr APPROVED: 08/23/2001 RECEIVED PRODUCT CONTROL NOTICE OF ACCEPTANCE Tarnko Roofing Products, Inc. 220 West Fourth Street Joplin ,MO 64804 V V V V T♦ V VT V r . SEP 0 4 2001 MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE. COMPLIANCE OFFICE; METRO -I)ADE FLAGLER BUILDING 140 wEsT FI,AGLIA STRI;Is r. SUFFI 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 - 290;1 CO \TR, Cl'ol LICENSING SECrim (305) 375 - 2527 TAX (305) 375-2555 CONTRACTOR E.NPOItCEM6]\T DIVISION (305) 375.2966 FAX (305) 375- 2903 I'ItODIICT CONTROI. D1YISJOU (305) 375 -2902 FAX (305) 372.6330 Yoj(r application for Notice of Acceptan OA) of: Taanko BUR Roof System over Wood Dc under Chapter 8 of the Code of Miami !r de County governing the use of Alternate Materials and Types of Construction, and completely scribed herein, has been recommended for acceptance by the Miami -Dade County Building Code Con pliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perfor in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material i mediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Buil g Code. Th expense of such testing will be incurred by the manufacturer. Ale EPTANCE NO.: 01- 0508.01 { EXPIRES: 08/23/2006 I 7 Raul Rodriguez Chief Product Control Division TI-1 IS IS E COVERSHEF , SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS I3 INC CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office U O L ' l U U1 l U: J J a 1 x11 11\ U TAMKO ROOFING PRODUCTS, TY Acceptance No:Ot- 0508.01 Deck Type 1: Deck Description: �, cp1yw6od or'wood plank decks System Type E: Base Sheet mechanically, attached. All General and System Limit Base Sheet: Fastening: Ply Sheet: Cap Sheet: Surfacing: Wood, Non - insulated One p dcscribc Sapp of Tamko Glass -Base, below: r more plies of Tam -Glass Pren hopping of approved asplaa pplie 40 lbs. /sq. Maximum Design Pressure: Sec Base Street Fastening Options above Page 17 apor -Chan or Base -N -Ply fastened to the deck as (Option #1) Attach base in 1 ga. annular ring shank nails and 1 -5/8" diameter tin caps sp ed 9" o.c. in a ap and 9" o.c. in two staggered rows in the center of the shoe (Meets — 52.5 psf, S e Genera! Limitation #7.) (Option #2) Attach b -sheet -using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SITS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. ins wo staggered rows in the center of the sheet. (Meets — 60.0 psf, See Genera! Linriam r #7.) y sheet adhered in a nge and at a rate of 20- (Option One ply of Tam -Cap® adhered in full mopping of approved asphalt _ applied wit i thc_EyT range and at amt . 0-40 lbs. /sq.. (Sec Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: I. I -1'' gallons fibered aluminum coaling per square (Tropical Asphalt Products AlumaBrite 120, Tam -Pro FR Alumin Roof Coating), 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 - Ibslsq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbsisq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Frank 2 uloaga, RRC ,• 0, I . „ . .. Page 18 J. Cl 1.1 - T TAMKO ROOFING PRODUCTS, INC. Acceptance No:01 O503.O WOOD DECK SYSTEM LIMITATIONS:., I A slip sheet is rcquircd with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for lire ratings of this product. 2. Insulation may bc installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. • Alt other layers shall be adhered in a frill mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the bast sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acccptablc. A 6" break shall be placed every 1.2' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 IbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tcstcd in compliance with Testing Application Standard TAS 105. lithe fastener value, as field-tested, arc below 275 lbf. insulation attachment shall not be acccptablc. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be Icss than that rcquircd. as determined by the Building Official, a revised fastener spacing, prepared, signed and scaled by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall bc increased for both insulation and base sheet as calculated in compliance With Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 1 11 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall bc applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for cnhanccd fastening at cnhanccd pressure zones (i.c. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Frank Zuloaga, RRC r. 1:.P cfvu�•ritftfg� • ' TAMKO ROOFING PRODUCTS, INC. Acceptance No:01- 0503.01 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall bepennancntly labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. lfany portion attic Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 19. END OF THIS ACCEPTANCE Page 19 Frank Zuloaga, RRC p. eU n Celotez` Celotez; Celot ickness: 112104: • 1999 Roofing Materials and Systems Directory • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued ROOFING PRODUCTS INC R3225 N HIGH ST, JOPLIN MO 64801 ,,Lift Resistance Classifications, See TGIK Found in this Directory. o Coming foam glass insulation is a suitable alternative for use in any owing roofing systems. tan 170' is a suitable alternate for "Awaplan Premium" in any of the ng roofing systems using " Awaplan Premium ". minimum tongue and groove board is a suitable alternate for 1/2 in. decks with all joints blocked. -Base" or "Versa -Base FR" are suitable alternates for the first base sheet of the following roofing systems. r : tan Premium' is a suitable alternate for "Awaplan Versa- Smooth" in ,;a,. " Awaplan" systems listed below. anurate and Awaflex FR is a suitable alternate for Awaplan 170 in z . the following roofing systems. ne insulation can be used in any of the following insulated noncom le systems when covered with a minimum thickness of 1/2 in. perlite fiber board. Flex" is a suitable alternate for "Awaplan 170" in any of the followin :14, 1 , 1 1 plan Heat Weld" is a suitable alternate for " Awaplan Premium" and ; y plan Versa Flex" is a suitable alternate to "Awaplan Versa Smooth ". flex FR" is a suitable alternate to " Awaplan 170 FR" in any applicable .mbustible Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT am-Ply IV" ply sheet can replace "Tam-Glass Premium" in the following Class ,or C roofing systems. apor Chan' venting base sheet can replace "Glass -Base" base sheet in the wing Class A, B or C roofing systems when limited to noncombustible se-N -Ply" is a suitable alternate to "Glass -Base" in any of the following ms. rSmooth" is a suitable alternate to "43 #Base Sheet" in any of the wing systems. following noncombustible systems may be installed over a minimum 1/2 X gypsum board mechanically fastened to a combustible deck for the ting to be maintained. nless otherwise indicated, these constructions may utilize any thickness of ate, glass fiber, polyurethane, isocyanurate, combination isocyanurate/ ice or polyurethane /perlite insulation hot mopped or nailed. Wood fiber nsulation is a suitable substitute on noncombustible decks only. Class A f Deck: NC Incline: 3 c • Base Sheet (Optional): 1 or more layers of Vent -Ply, hot mopped in place. Ply Sheets: 3 layers Type 15 perforated asphalt organic felt ('Tri-Six") or 4 layers conventional Type 15 perforated asphalt organic felt, hot mopped at 25 lb /sq/la er. Surfacing: Gravel, crushed stone or slag. . Deck: C -15/32 Incline: 1 Base Sheet Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets: 3 layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: Gravel, crushed stone or slag. . Deck: C -15/32 Incline: 3 Base Sheet Type G2 "Glass Base ", "Tam Ply IV", "Vapor Chan ", "43 lb Base Sheet' or 'ram -Glass Premium ", hot mopped or nailed. Ply Sheets: Min 2 layers Type G1 'Tam -Glass Premium" or "Tamply IV", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. 4. Deck: NC Indine: 3 Base Sheet Type G1 "Tam -Glass Premium" or "Tam -Ply IV' ply sheet or Type G2 'Vent -Ply" base sheet, hot mopped or nailed. Ply Sheets: Minimum 2 layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. 5. Deck: C -15/32 Incline: 3 Insulation: 1 in. minimum glass fiber or perlite, nailed or sprinkle mopped. Base Sheet (Optional): Type G2 base sheet, "43 lb. Base Sheet", "Glass -Base" or "Vent -Ply" or Type G1 ply sheet, 'Tam -Glass Premium" or "Tam - Ply IV", hot mopped or nailed. Ply Sheets: 3 layers Type 61 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lh /sq. 6. Deck: NC Incline: 1 -1/2 Base Sheet Type G2 "Glass- Base ", "Tam -Glass Premium" or "Tam -Ply IV" hot mopped. Ply Sheets: 2 or more layers Type G1 'Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Surfacing: Type G3 "Tam -Cap ", hot mopped. LOOK FOR THE Ui. "AIM ON PRODUCT ROOF COVERING MATERIALS (TEVi) 343 ROOFING SYSTEMS (TGFU)— Continued 7. Deck: NC Incline: 2 Insulation (Optional): 1 -5/16 - 3 -1/4 in. max. in. glass fiber perlite of woodfiber, isocyanurate sprinkle mopped. Base Sheet (Optional): 1 or more Type G2 "Vent -Ply", "Vapor- Chan "; Tyr( G1 "Tam -Glass Premium ", 'Tam -Ply IV" or "Glass- Base', hot mopped. Ply Sheets: 1 layer "Awaplan Versa- Smooth" surface (modified bitumen) hot mopped or heat fused. Surfacing: Type G3 "Tam -Cap ", hot mopped. B. Deck: C -15/32 Incline: 1/4 Base Sheet Type 15 "4311 Base Sheet", Type G -1 "Tam -Glass Premium" "Tam -Ply" IV" or "Glass- Base ", nailed. Ply Sheets: 2 or more layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Type G3 "Tam -Cap ", hot mopped. . Deck: C -15/32 ' Incline: 1 • Base Sheet One or more layers of Type G2 "Glass - Base ", "Versa -Base" , "Vapor- Chan ", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "Tam -Ply IV" or "Tam -Glas Premium ", hot mopped in place. Cap Sheet Type G3 "Tam-Cap", hot mopped in place. Incline: 2 Base Sheet One or more yers o ype - ee , hot moppel or mechanically fastened in place. Ply Sheet Two or more plies of Type 61 "Tam -Ply IV" or "Tam -Glas Premium ", hot mopped in place. Cap Sheet Type G3 "Tam -Cap ", hot mopped in place. 11. Deck: C -15/32 Incline: 2 Insulation (Optional): Perlite 3/4 in. thick min. or polyisocyanurate, in. thick min. Base Sheet One or more layers of Type G2 "Glass- Base ", "Versa -Base" c "Vapor- Chan ", hot mopped or mechanically fastened in place. Membrane: One layer of "Awaplan Versa- Smooth" (modified bitumen: hot mopped or heat welded. Cap Sheet Type G3 "Tam -Cap ", hot mopped in place. 12. Deck: NC Incline: 3 Base Sheet One or more plies of "Tam -Ply IV", hot mopped mechanically fastened. Ply Sheets: One or more plies of "Tam -Ply IV", hot mopped or mechanicaU fastened. Surfacing: Gravel, crushed stone or crushed slag, in a flood coat of hr roofing asphalt. Class B 1. Deck: C -15/32 Indine: 1 Base Sheet One or more plies of Type G2 "Glass - Base ", Type 15 "43 Base Sheet", or Type G2 "Vapor- Chan ", hot mopped or mechanical fastened in place. Cap Sheet Type G3 'Tam -Lap ", hot mopped in place. 2. Deck: C -15/32 Incline: 3 Base Sheet One or more plies of Type G2 "Glass - Base ", Type 15 "4'- Base Sheet", "Versa -Base" or Type G2 'Vapor- Chan ", hot mopped • mechanically fastened in place. Ply Sheet One or more plies of Type G1 "Tam -Ply IV ", "Tam -Gla Premium" or "Versa- Base ", hot mopped in place. Cap Sheet Type G3 "Tam -Cap ", hot mopped in place. 3. Deck: C -15/32 Incline: 1/2 Base Sheet One or more plies of Type G2' "Glass- Base ", Type 15 "4: Base Sheet', "Versa -Base" or Type G2 "Vapor- Chan ", hot mopped mechanically fastened ih place. Cap Sheet Type G3 "Tam -Cap ", hot mopped in place. Class C 1. Deck: C -15/32 Incline: 1/2 Insulation: 1 - 1 -15/16 in. glass fiber, perlite or wood fiber, nailed sprinkle mopped. Ply Sheet 3 layers Type 61 "Tam-Glass Premium" or "Tam Ply IV ", h mopped. Surfacing: Glaze coat hot roofing asphalt. 2. Deck: C -15/32 Incline: 1/2 Base Sheet Type G2 "Glass- Base ", 'Tam -Glass Premium ", 'Tam Ply IV' "43 lb. Base ", nailed or spot mopped. Ply Sheet 3 layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", h mopped. Surfacing: Glaze coat hot roofing asphalt. 3. Deck: C - 15/32 Incline: Unlimited Base Sheet One or more plies of Type G2 "Glass Base ", "43# Base Shee "Versa - Base" or "Vapor Chan ", hot mopped or mechanically fastened. Ply Sheet One or more plies of Type 61 "Tam. Ply IV" or "Awapl Smooth' (modified bitumen), hot mopped or heat `•rseu. Cap Sheet Type G3 "Tam -Cap ", hat mopped in place. 4) r e(7 l; MAILABLE DECKS (WOOD) 512 Tam -Glass (REGIONS 1, 1/2 m = 50 cm = 19 -11/16 inch 1 m = 100 cm = 39 -3/8 Inch Material Requirements TAMKO FIBERGLASS PLY SHEETS (Options Below) 512 TAM -GLASS PREMIUM 612 TAM -PLY IV Tam-Ply IV Material Requirements TAMKO TAM -CAP Fiberglass Mineral- Surfaced Cap Sheet 1 Ply Interply Asphalt (Per 100 sq. ft.) Approx. 69 lb. Clinch -type nails (Per 100 sq. ft.) Approx. 100 Nails Slope: Positive drainage up to 1 -12 in. per linear ft. For slopes above 1 in. per linear ft, fastening of the roofing felts is required (see Section 9.0). Deck The deck should conform to TAMKO general requirements (see Section 4.0). Asphalt The asphalt should be certified by the manufacturer to meet ASTM D-312, Type II for slopes up to 1/2 in. (except in FL, TX, NM, AZ, CA) and Type III for slopes up to 1-1/2 in. (see Section 11.0). TYPE 43 Coated Base Sheet or BASE -N-PLY Base Sheet Starting at the low point of the roof, install 1 ply of TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY, side lapped 2 in. and end lapped 4 in. Apply at a right angle to the slope of the roof. Nail the sheet along the lap at intervals of no more than 9 in. Stagger -nail on 18 in centers along 2 lines located 12 in from each edge of the base sheet. For specific fastening patterns for wind uplift listings, contact the Technical Services Department (see Section 10.0). Fiberglass Ply Sheets: Over the base ply, install 2 plies of TAMKO TAM -GLASS PREMIUM or TAM -PLY iV Fiberglass Ply Sheet in specification asphalt. Start with a 1/2 m width fol- lowed by full 1 m widths, shingle fashion, lapping each ply 20 -11/16 in. over the preceding ply so that at least 2 plies cover the base ply at any point. Approximately 23 lb. (±15 %) of specification asphalt per 100 sq. ft. should be used to embed each ply (see Section 8.0). TAM -CAP Mineral- Surfaced Cap Sheet Starting at the low point of the roof, apply 1 ply of TAMKO TAM -CAP, side lapping each sheet 2 in. and end lapping 6 in. over the preceding sheets. Fully mop each sheet with specification asphalt at the rate of 23 lb. (±15 %) of specification asphalt per 100 sq. ft. On slopes of 1 in per foot or greater, nail adjacent to the top edge on 12 in. centers. Nail laps on 3 in. centers and mop the full width with specification asphalt. NOTE: BEFORE APPLICATION OF TAM -CAP, CUT INTO 12 FT. TO 18 FT. LENGTHS, ALLOW TO FLATTEN AND RELAX. STAGGER THE END LAPS. (SEE COLD - WEATHER APPLICATION RECOMMENDATIONS, SECTION 15.0.) Alternately, the 'fly-in' or 'mo and flop' method requires installation by P P � res the installer to use a maximum of 12 ft. sections and to mop the 2 in. selvedge and the back of the TAM -CAP that will cover the selvedge. Flashing: The flashing material must be a TAMKO polyester- reinforced modified asphalt flashing material (see Section 32.0). U.L Requirements: Contact TAMKO for information on U.L systems requirements. NAMABLE DECKS (WOOD) 514 Tam -Glass Premium 614 Tam -Ply IV (REGIONS 1, 2, & 3) 1/3 m . 33 -1/3 cm . 13 -1/8 inches 2/3m . 66-2/3 cm . 26-1/4 inches 1 m = 100 cm = 39 -3/8 inches 1 Ply TAMKO TYPE 43 Coated Base Sheet or BASE -N-PLY Base Sheet 2 Plies TAMKO FIBERGLASS PLY SHEETS (Options Below) 514 TAM -GLASS PREMIUM 614 TAM -PLY IV Interply Asphalt (Per 100 sq. ft.) Flood Coat Asphalt (Per 100 sq. ft.) Gravel (Per 100 sq. ft.) Clinch-type nails (Per 100 sq. ft.) 3 Plies Approx. 69 lb. Approx. 60 lb. Approx. 400 lb. Approx. 100 Nails Slope: Positive drainage up to 3 in. per linear h. For slopes above 1 in. per linear h., fastening of the roofing felts is required (sec Section 9.0). Deck The deck should conform to TAMKO general requirements (see Section 4.0). Asphalt The asphalt should be certified by the manufacturer to meet ASTM D-312, Type II for slopes up to 1/2 in. (except in FL, TX, NM, AZ, CA) and Type Ill for slopes up to 3 in. (see Section 11.0). TYPE 43 Coated Base Sheet or BASE - N - PLY Base Sheet Starting at the low point of the roof, install 1 ply of TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY, side lapped 2 in. and end lapped 4 in. Apply at a right angle to the slope of the roof. Nail the sheet along the lap at intervals of no more than 9 M. Stagger -nail on 18 in centers along 2 lines located 12 in. from each edge of the base sheet. For specific fastening patterns for wind uplift listings, contact the Technical Services Department (see Section 10.0). Fiberglass Ply Sheets: Over the base ply, install 3 plies of TAMKO TAM -GLASS PREMIUM or TAM -PLY IV Fiberglass Ply Sheet in specification asphalt. Starting from the low point of the roof, apply a 1/3 m width, then a 2/3 m width, and follow with full 1 m widths, shingle fashion, lapping each ply 26 -15/16 in. in such a manner so that at least 3 plies of ply sheet cover the base ply at any point. Approximately 23 lb. ( :15 %) of specification asphalt per 100 sq. ft. should be used to embed each ply (see Section 8.0). Surfacing Apply a flood coat of 60 lb. (*15 %) of specification asphalt per 100 sq. ft. over the entire surface. While hot, embed approximately 400 lb. of clean roofing gravel or 300 lb. of slag per 100 sq. ft. of completed roof area (see Section 13.0). Flashing: The flashing material must be a TAMKO polyester- reinforced modified asphalt flashing material (see Section 32.0). U.L. Requirements: Contact TAMKO for information on U.L systems requirements. See Pages 18 -19 lot TAMKO Sys:ert, limited Warranry Durations 43 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 13o Ale 4f Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Master Permit # 'ea 00 38 Owner's Address /3o Pa" f7.#4 Phone Contracting Co. Address 7 / $ CI ' f 7 , r'"-.. Qualifier SS# $Phone AO S- 667-049 3 t� jet/... ) State # QG 1;13401,f Munici # / /z9a4/ Competency # /192-7 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION c 11 Square Ft. Signa e o V.wner - .r.ror Condo President Notary as to Owner and/or Condb My Commission Expires: °` FEES: PERMIT 134 SCRADON Commissi :r11_3.4OTARY- Fla zvc 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 wor be done in compliance with all applicable laws regulating construction and zoning. Furth • ore, I authorize the above -named contractor to do the wo, ., �4 o Date — Signa BCo• < C.C.F. ntt, g- 804. Estimated Cost (value) Notary as to Contractor orteatot~Idtit My Commission Expires:'147" l e(eeeeeeee , NOTARY BOND TOTAL DUE 1 1 , 3 C) e APPROVED: Zoning Building Electrical Mechanical Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 2(n5 N 0 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. /3D 1. Legal description of property and street address: 2. Description of improvement: _ 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from coot Name and address: Amount of bond $ 6. Lender's name and address: S" 'ture ;,t Owner Print Owner's Name Sworn to and subscribed before p t his C, �J ;o Commission No /OF woe My Commissio 1 .500.3- NOTARY . Fla. No . /rua!!!!!!r! /eeier< Notary Public Print Notary's Name ctor, if any) MUM 1112111141 r 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 Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) re /!r!!!!!!! , • ;i/ 2OU20a1/: Miami Shores Village 10050 NE 2nd Avenue Applicant: DELFINA Owner: SIERRA JOB ADDRESS; 130 NE 97 Contractor ' JL&oi 2 Local Phone: Parcel # 1132060132530 Work: REROOF TILEA AND INSTALL COLORTHRU ALL SAME COLORTILES Signed: Signed: Building Permit Phone: 305 - 795 -2204 • Permit Number: BP2002 -833 Printed:4 /29/2002 SIERRA DELFINA ST Owner is Responsible for Maintenance of All Village Sidewalks as per Village of Miami Shores Code of Ordinances, Including Driveways, 1 41-1 0 Caused By Current Construction Activities. Legal Description: MIAMI SHORES SEC 1 AM PB 10 -70 LOT 8 & LOT 9 LESS W5FT BLK 19 LOT SIZE Contractor's Address: Fees: FEE2002 -2421 FEE2002 -2422 FEE2002 -2423 Description Amount CCF $4.80 Building Fee $187.50 Builder's Bond $300.00 Total Fees: $492.30 Total Fees: $492.30 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/26/2002 Construction Value: $8,000.00 Page 1 of 1 MIAMI 5T~i)1:15 VILLAGE NOTICE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection rj fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to Install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed In compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time If the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit Is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. j BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder In compliance with all ordinances and regulations pertaining thereto and In strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: MIAMI SHORES VILLAGE f BUILDING DEPARTMENT ( S 305- 795 -2204 Building Inspection Request Date 4 15 Name Time Type Insp'n Permit No.B 2o,e) r e e °s / � Address J3' / H 9 J t Company Jaz: J ,3(/' 0.5 Phone. 7 go ?,e) For Inspector: Z 62 B Name & Date Approved Correction Re- Insp'n Fe ' ,A4-4 i kkir.g . ‘4f2 (/)°' 5 $ rob - /° f (U c c/'ci rte' 1 4 Cd e -a c Cl i , cc < ,t - tea Type Insp'n Permit No. Name Address MIAMI SHORES VILLAGE BUILDING DEPARTMENT 3k5- 795 -2204 Building Inspection Request ompany ( S h � r 1 A F 03 o For Inspector /2—/ b Name Approved Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date C--/L ?, Time Type Insp'n ) � G? GjJ Permit No. %7 )%6 gs Name /36 i 7 -"f Approved Correction Re- Insp'n Fee ❑ Address Company (�L FG��� K ;b1 q Phone # c ri (G 7 -We For Inspector: Name to Address Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp' Permit No. 9 y Time Na 6 . L // /� Company -' ��� I � r! Phc�tie # ‘ �7 '� D 3 D For Inspectort Name & Date