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916 NE 96 St (6)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 APPLICATION FOR BUILDING PERMIT Registered Architect and/or Engineer c - icy o • e , / T ,: e> A - �) �. � _.. 3 ": - Name and address of licensed contractor ' 3 " Z. ' Location and legal description of lot to b b It on: �� y [ L.�. .10020 -ji-- Lot v 4 ,'f. 9 Block Subdivision `' � /1 �� G� C' / , / _ Street and Number where work is to be done / r �- v 1 ' � � �j _ !' �I S G "7f �° i ��d .` ` State work to be done and purpose of building (by floors), state exterior colors (submit samples) ? ^� C �N� � 1 � _ b MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT New Building Remodeling To be constructed of Kind of foundation Estimated 'Data] 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 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 employs 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) 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. 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. ib Permit No. y" 10 (i Date ) Read. Sworn to and Subscribed before me. Disapproved ,11 t / Date (Signed) \UW \►\ Building Inspector Date No. Street Roof Covering v5 if, Addition Repairs No. of Stories • 2) 2 ' Notary Public, State of Florida and for no other purpose. My Commission Expires 19� PLANNING BOARD DATE Chairman Member Member Member Tiber Member •il Approved Date Disapproved Date ': 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. oection fee of 625.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. BUILDING ELECTRICAL PLUMBING GOOFING Owner of Building Architect ontractor or Builder Legal Description Lot ❑ MIAMI SHORES VILLAGE, FLORIDA V .: t L CONTRACTOR OR BUILDER PERMIT N? 7212 1 Bl Address of L `` t ' , Building , Signed. Work to be performed under this Permit_ DATE w" /N 195 Y Contractors 2 3 , 7 License No. Subdi- vision Value of II Amount of Project $ i Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the 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. , INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work coved hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specification' submitted to the proper authorities of Miami Shores Village. In ac- cepting this perm' f I ass ..x2sponsibil'ty for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 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 wii:h 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 he complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer.__ Name and address of licensed contractor �„ �_: '' l �t a- Location and legal description of lot to be built on: \'' Lot Block Subdivision. ...... - Street and Number where work is to be done_ ,_,__ ______._.:________________� State work to be done and purpose of building (by floors) Date No.. t - - - -- -- 19 ' -Y_ c Street f l�As - and for no other purpose. New Building Remodeling A d d i t i o n R e p a i r s No. of Stories - - - - - - - T o be constructed of _ Kind of foundation. Roof Covering Estimated Total cost of improvements $__.__). - 5 . - Amount of Permit $ , ---1 t: l ` 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 spec for said building. All notices with reference to the bud b e sent to ding and its construction may • 'r . �f, A,/ .. e / ,. a ti„`1 The undersigned applicant for this building hermit 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 cmnpliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cruse to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed and r this permit, as are licensed by Miami Shores Village. . ) / Remarks (Signed) _! .. ,.f r L 1 e' 1 L 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 Date " Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed)w 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. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer /� y ? /Cif � frt. ` )� L —f✓ L G C C ,C sr l{" Gi t( Name and address of licensed contractor .. � � � ' 1 Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT /� f✓G 4;4_, �-�' f ( Date /`L = r f % o- No q / Street Subdivision / ___ C � � ; State work to be done and purpose of building (by floors) Z: _ e. . , d� _. e5...__ e �. � � 1. L I_ � and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foun Von RRo/- Covering Estimated Total cost of improvements $__J. __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 o:E 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 subco tr ctors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed)._..._ `� �• f t, �� (er Read, Sworn to and Subscribed before me. Notary Public, State of Florida V •J STATE OF FLORIDA, COUNTY OF DADE. j ss • Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, 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. Date Permit No Disapproved (Signed) Building nspector My Commission Expires / PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building ❑ PERMIT iN? 13667 ❑ Work to be performed under this Permit Architect Contractor or Builder Legal Lot II Bl. Description. Address of Building CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA .r Signed. Subdi- vision Value of Project $ DATE._ JS - L cos toes Liarssa Aso. .r Amt. of Permit $ 7 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 jM herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in eoasp�ee with drawings, statements or specifications that may have been submittal to and approved by the proper municipal authorities. This Permit spay be riovolued at sly time if the work is not done in compliance with such ordinances or if the plans are changed without authorisation. A further condition npoR witlitl■ is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the pertaining to the work covered h whether shown on the plans or drawings or in the statements or specifications and that he assumes done by his agents, servants or em ees. BY In consideration of the issuance to me of this permit I agree to e work covered hereunder in compliance with all ordinance X11 pertaining thereto and in strict conformity with the plans, drawings, eta or iations submitted to the proper authorities of Mimi reenfift In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY 1 Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Correction MIAMI SHORES VILLAGE t BUILDINCS'DDBARTMENT 305- 795 -2204 Building Inspection Request 3oJ_ ?/11(0 15r Re-Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/23/2004 Applicant: MICHAEL TAYLOR Owner: TAYLOR MICHAEL JOB ADDRESS: 916 NE 96 ST Parcel # 1132060143020 .. Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -991 Contractor DESIGN HOME REMODELING CORP Contractor's Address: 1035 NE 125 ST Local Phone: Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 10 & W1/2 LOT 9 BLK 76 LOT SIZE 75.000 Fees: Description Amount FEE2004 -7399 Building Fee $250.00 FEE2004 -7400 CCF $3.00 FEE2004 -7401 Notary Fee $5.00 FEE2004 -7402 Training and Education Fee $1.00 FEE2004 -7403 Technology Fee $6.25 FEE2004 -7404 Scanning Fee $15.00 Total Fees: $280.25 Total Fees: $20.2 Total Receipts: ea. 0 30. Cow Permit Status: APPROVED Permit Expiration: 1/16/2005 Construction Value: $4,300.00 Work: RE -ROOF FLAT DECK ONLY REPAIR BROKEN TILES RIDGE AND FIELD 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. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical � Owner's Name (Fee Simple Titleholder) { ((L4e\ ( A (IOf Phone # 77:3 7- Owner's Address 1 Cit 1144, iA11N11 5tI0CPState Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Nami / r , �f1 E' rnyC,��P�,3 Phone # 5 - 5 % -7,7260 Contractor's Address, C990 N&) /t!o/ City ` / // /4G// / 1 State J' ( Zip 33 /(7 9 Qualifier /0- 11,tnoy G eAl4ci State Certificate or Registration No. 660-- ©-� 2499 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit ' 20 e) Type of Work: ['Addition Describe Work: Submittal Fee $ Notary $ CSC) Scanning $ / S Total Fee Now Due $ 30 . (Continued on opposite si e) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑Alteration 9/ County Miami -Dade NO )C Zed 15 e ti ['New / �s Master Permit No. Phone # Phone # Zip Square Footage Of Work: 700 ;I' iN ,�►�' Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Fee $ Training/Education Fee $ Radon $ Code Enforcement $ Structural Plan Review. $ AECEIVED o 2ne4 Permit No. 15pdy —� Roofing Zip 3 13 g z 5 — 757 0693 — 44 3 313 �- fie /v . CCF $ 3 � CO /CC Technology Fee $ tQ� a� Zoning Bond $ fl Bonding Company's blame (if applicable) Bonding Company's Address City _ State Zip Mortgage Lender's Itune (if applicable) Mortgage Lender's Address City State Zip Application is hereby ;made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to !the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this juirisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, F1NACES, 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 TOO NER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE OR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT'." Notice to Applicant: le4s 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 su4fect to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectidi which occurs seven (7) days after the building permit is issued. In the assence of such posted notice, the inspection will not bevpproved and a reinspection fee will be charged. My Commission Eaj'es: Chc 05/13/03 Signature 9' • Owner or Agent v Contra The foregoing instnu*ent was acknowledged before me this 1 The foregoing instnunent was acknowle'd before me this20 y day of , 9 I ,, , J ,by '+ �' `) C I p y / 0 'C' , day of who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. / ��S s dentification and who did take an oath. NOTARY PUBLIC: ► ; ‘ •rai,y! , " Tony Geraci NOTARY PUBLIC: � • . e,, , • - ('C 976357 Sign: a. r 1 , ,. Inca Print: �'rfn Mami Boodizi Co., Inc. My xP� M Commission E �. .op Fi °Q *' *********************************************************** * ** * * * * * * * * * * ** * * * * * * * ''�k� ** , 20 Q byf tiler 1 1 ( �j ( CC APPLICATION APPOVED BY: Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. )/320(p D / 9 ' 3D 20 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain rea 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: 4//9/10 �/�r i �PC 43 Pi - ID 32 LOt /0" w // - 9 73/k-7 73x/ 5 J / 10 2. Description of improvement: S1: U%ii I I /Iffra iM /d 3. Owner(s) name and address: / /ie/ 19:77, /or A 33/35 f( Interest in property: 4. Contractor's name and address: 91w Ate 9& 11274e d1Pco,er Name and address of fee simple titleholder: 5. Surety: (Payment bond required by owner from contractor, if any) A) {g- 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, / 8. In addition to himself, Owners designates the following pe(son(s) to receive a copy of the L.ienor's Notice as provided Name and address: in Section 713.13(1)(b), Florida Statutes. C Name and address: E'er rpo 90 ) u) 1 e (111.1 F/ M 9 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is sp-cified) Signat re of Owner Print Owner's Name i / / /�/�/� 1 Sworn to and subscribed Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 e /,4 for (� e me this 72. / day of i 3� n ny n aafi I - :Commission f4 CC 9763$7 • Bonded Thrn el • �� dthatb Bonding Co, 1os, P A) AY /)/ I -iw • g90 /vuJ /277/01 `'/ 33/0' 11111111 I11111 111111 111 HMI Ma 111111 1111 11 11 CFN 2004-R061 1 462 OR Bk 22502 P9 0044; (1p9) RECORDED 07/21 /2004 12:39:50 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE e5• r( 33/3S' Prepared by OP/ er/+ C , 2 ` o.� � I p �9�(2 7 Address: 9 7 0 ,00/14S_ 111k 44144 f I 1 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractors Name: Low Slope • Asphaltic Shingles • Prescriptive BUR-RAS 150 0 New Roof Section A (General Information) Process No. Roof Category Mechanically Fastened Tile O Metal Panel/Shingles O Other: Are there Gas Vent Stacks located on the roof? 0 Yes 0 No Low slope roof area (ft. rico Job Address: Roof Type Re-Roofing 0 Recovering 0 Repair El Maintenance Roof System Information ggib Section B (Roof Plan Page 2 If yes, what type? 0 Natural D Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes Steep Sloped area (ft. I Total (ft. 7 00 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. I of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a): a_g KINNEURA 11111•111111====11111111=1111111111111d1111=1111 INIMINI/11111 EN ININISHINENNINENEMENVIIIIREMISHEREINEM morwtmin NIMENIMMINIENUNINE= !MEMO IVIPMEIM11 =N• PAM= = imNIVADJIMEI ml 111111111111111.iiiii1 11117.1111111111 am .‘ ZNI1 INME=1111=1111 Er?" moo MS mimmom mmla INNIMSVEIMINIWINE ir -111111AMIMI MIN •1111• •1•11111111111111111111 111 •w u' my I" Comer Size (a x a): I 9.5 LPGX nclude dimensions Page 1 of 1 EINIMMEMIE NEENNIMINE 11111111111=11= 111111111=111= NESSMINEIN 111111MENNIME IMINNINIMEN EIMINMEINN INEEMENEEN 1111111111111111111 11111=11111111111 IMININNEME IMMENSE= NENEISMINE IMENNINNEN NNIMENNENN II••IMEN•EN NENINNESEI IMEINEIMMI •INENISIS 11111111=1111111 NMEMI••• NEMISMIN 1111111MENNE 111111111=1111 •MISIMNE ESSIS=11 MININININE •1111111•=11 INEMINININ MINESNEN Sy - Manufactur r: NOA No: ) . 3 22/. Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ®,5 Pmax 2:1 — 1 Pmax3: IMPIr Maximum Design Pressure, From the Specific NOA System: I--7s Deck type:15 /8" Plywood • These decks require a fastener pull test by an approved test Iabratory Other Deck Type: N Joist Spacing: UsS `Pc Slope: ® 1 An or/Base Sheet & No. of Ply(s): 1 f 7s Anchor/Base Sheet Fastener /Bonding Material: l it /' F3 J Its ,Insulation Base Layer /Size & Thickness: Base Insulation Fastener /Bonding Material: High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Top Insulation Fastener /Bonding Material: % Insulation Top Layer /Size & Thickness: 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 ") are Page 3 Wood Nailer: 1 sa g QPL y e,ob Base S eet(s) & No. of ly(s): 1 1 — 3er 75 Base Sheet Fastener /Bonding Material: 1 I J Ply Sheet(s) & No. of Ply(s): 1 Ply Sheet Fastene�ndinMaterial: Drip Edge Size & Gaug Top Ply: J — // face 26 g7 Drip Edge Material Type: I Galvinized Metal d Z 9A Hook Strip /Cleat gauge or weight: Coping Metal: Irsta:41, 0 Top Ply Fastenipg /Bonding Material: Surfacing: 1 CCirja ule �I1-f 1. Field: 2. Perimeter: 3. Comers: e g FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 W R.S. Nails Altemate Fasteners: L I V p- 1 " o/c @ laps & rows @ Page 1 of 1 " o/c " o/c @ laps & rows @ r� " o/c FF "o /c @ laps & rows @I / "o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: ll� Perimeter: Comer: E27 7I High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterfashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. rnkE9 P G rAtudlP • GfF FIB -17O ) -1- 4- 1262±y /8- Page 3a Parapet Wall Height 3 fFL MeanRoofHeight / Ft. Page 1 of 1 • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg 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. k e- 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone are for the purpose of providing that the roofmg 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. �f. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be r 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 roofmg contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. / Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be r 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 roofmg system. Ponding conditions may not be evident until the original roofmg system is removed. Ponding conditions should be corrected. ic /" 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. 7. Ventilation: Most roof structures should have some ability to vent natural a:'.rflow 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. 1� 1Ldji / ' Owner' /Agent's Signature Date CADernmeats and Settings khamm,,\Local Setting'\Temp \Temporary Internet Files \COntenLlES\OKLBAFTRSECTION 1524111.doc Contractor's Signature MIA M I•DADE BUILDING CODE COMPLIIANCE OFFICE (13CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SC PE: This NOA is being issued under the applicable rules and regulations governi f. g the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building; Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. MIA'/ll -DADS CCUNTY, FLORIDA `.METRO -DADE FLAGLER BUILDING 240 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (]inn Miami Dade County) and/or the MET (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 Al-LT may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name er logo, city, state and following statement: "Miami-Dade County Product Control Approved ", nless 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. TERMINATION of this NOA will occur after the expiraton 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. [NSPECTIION: 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 uilding Officiel. This MCA renews NOA #02- 0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. u NOA. No: 03- 0501.02 iration Date: 11/06/08 Approval Date:10 /23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Desgn Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED TABLE 1 Product GAF Asphalt Concrete Primer (MatrixT`m 30'7 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matrix Tm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTm System Pro Aluminum Roof Coating Ebered 301) GAF Jetblack All Weather Plastic Cement (MatrixT Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM ase Sheet GAFGLAS Flex P1yTm6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® }Eliminator Perforated Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Test Dimensions Specification 5, 55 gallons ASTM D 41 60 lb. Bags ASTM D 1863 100 ib. bags 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons ASTM D 3019 ASTM D 3409 39.37" (1 meter) ASTM D 4601 Wide 39.37" (11 meter) ASTM D4601 Wide 39.37" (P. meter) ASTM D 2178 Wide 39.37" (1 meter) ASTM D 2178 Wide 39.37" (1 meter) ASTM ID 3909 Wide 39.37" (1 meter) ASTM D3672 Wide ASTM ID 4897 Y APPLICANT: Product l�escth ton Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated Mass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA N©: 03. 0501.02 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 2 of 32 Product GAFGLAS® ➢asking GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTm Smooth RUBEROID® SBS Hleat- We1dT"s Granule RUBEROID® SBS Heat - We1dTm 170 FR UBEROID® SBS Heat - WeldT"a PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeIdTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") ASTM wide 1 meter (39.37 ") ASTM wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wf'de 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 'Celt, Spec.2t1cation ASTM ".1 3672 ASTM D 4897 -6164 -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type 11, UL Type G2 BUR ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 31 ASTM D -6164 Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mmt coated with polymer modified asphalt and surfaced with mineral annles. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. eavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTMS 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6! 64 ASTM D 5147 ASTM D 5164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 Pr net Descripj Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester gat coated with fire retardant polymer modified asphalt and surfaced with mineral amines. Non-Woven Polyester coat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforces, SBS - modified base sheet NO A No: 03 0501.02 %ration ate: 11/06/08 Approval Date:10/23 /03 Page 3 of 32 Product RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBERO TORCH 11 Ruberoid® 20 170FR Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix 1 m System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle- MateT"' Underlayment Tile -Mate Modified Base Sheet Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (II meter) Wide 5 gallons 5 gallons 100 Ib. cartons, bulk 60 lb. kegs 4 sq. roll 30lbs. 1.5 sq. roll Specification ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM ," 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type 1 ASTM D312, Types I, III, III and :V ASTM J 5147 Product Bescripiion Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.' Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surFacng asphalt SEBS modified asphalt Fiberglass reinforced shingle uiderlayirent SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. NOA. No: E3- 0501.02 E piratio a Date: 11/06/08 Approval Date:10/23 /03 Page 4 of 32 Product Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal S (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TapCoat MB +(Matrix 715 MB Coating) WeatheiCoteTM (Matrix 531 WeatherCote® Blastomeric Flashing (Grade) Matrix Low VOC Matrix 101 System ?ro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (IRuberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Gr^le Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered A`umi um Matrix 304 Select Non - Fibered RUBEROID® Modified itumen Adhesive lleEt Dimensions Specification 1 sq. roll ASTM D 5147 103 lbs. l sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM tt 2824, Type ASTM D 3019 7 Type 111 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tie underlayment. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules t:1e underlayment. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt. Roofing Cement Standard Mastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non- Fbered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No 03- 0501.02 Expiration Date: 11/06 /08 Approval Date:10/23 /03 Page 5 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm " , RA, RN Composite, EnergyGuard RA GAFTEMP® Composite A & N (3MCA)GA1 I ® Fiberboard GAFTEMP® Peranu1ite GAFTEMP GAFCANTThi Gam' Permalite Recover Board CAF TEMP GAFF GETm Tapered Edge Strip (BMCA) GAFIEMPO High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoann 1, E & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Density Wood Fiberboard Pe_ite/Urethane Composite Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perEte ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane comnosite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam. insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. :BMCA :BMCA Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Cleneric Generic Generic Generic generic G -P Gypsum Corp. ohn:; Manville NOA Ne: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 APP "OVED INSULA ONS: Product Name FiberGlass Roof Insulation ISORoc Structcdek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number :Product Name 1. GAF 'ITE® (Drill -Tec ®) #12 Standard #14 Heavy Duty Roofing Fastener 2. GAFTITh® (Drill -Tec ®) ASAP 3. GAFT1TE® (Drill-Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 #15 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener TA13L3 2 Product Description Glass fiber/Mineral fiber insulation Polyisocyanurate form / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation 3C L3 3 Product Descriptio Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFI'1T Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Insulation fastener assembly with recessed plastic plate Dimensions 2 7/8" x 3 1 /4" 3 "x3 3" round 3" square Polypropylene round plate 3.2" Manufacturer (With Current NOA) Johns Manville ;ohm Manville Mason °e. RMax, Inc. Pautek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 1 /2" GAF Materials Corp. 3" and 3 GAF Materials Corp. Construction ion Fasteners 1Vnc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. l Buildex Corp. johns Manville ??OA. No: 03- 0501.02 Expzratio:a Date: 11/06/08 Approval Date:10 /23/03 Page 7 of 32 APPROVED FASTENERS: Fastener Number 13. 14. 15. 16. 17. 18. 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBIVIIITTE it Test AgEL/Ic Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity Engineering PRI Asphalt Tec IRT of S. Fl. IRTofS.F1. 6 61 Product Name Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G -2 Olympic Standard Insul-Fixx Fastener ologics, Inc. TABL 1 3 Product Description Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulato Attacinment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF -020-02 -0i 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. SFS /Stadler 3" round 3" round 3" round 3" round SFS /Stadler S FS /Stadler The 'Fra -Fast Corp. The 'Th -Fast Corp. The Trr -Fast Co Description Date FMRC 1996 01.01.96 J.I.1B9A8.AM 09.04.97 J.I3D4Q2.AM 04.30.97 4483.04 97 -1 06.06.97 ASTM D 4977 02.01.02 TAS 114 01.18.02 TAS 114 03.22.02 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 8 of 32 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and Syste Ys limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator ?e: (orated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply 'm 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFT1Tt) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFCLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and fin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or ary of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -69 psf, See General Limitation #7) Any of above ase sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure - 6# psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any cf above Base sheets attached to deck wi Drill-Tec (GAFTI IE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) l y Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex P.y 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 26 of 32 Membrane: One or more plies of RUBERO'.D MOP Smooth, Ruberoid.® Mop 170 FR, Ruberoido Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID U1 w aCladrm SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Or, One or more plies of RUBERO'rD MOP Smooth, RUBEROT..O®Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID U1traCladTh SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is tcp membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively is a flood coat of approved asphalt at 60 lb. /sc. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied ,At 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening a re • ve NOA, No: 03.0501.02 Expiration nate: 11/06/08 Approval Date:10/23 /03 Page 27 of 32 Underwriters Laboratories Inc. Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R13O6 Roofing Systems Page Bottom uestions? Roofing Systems "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. R1306 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to " EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — Gravel. 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /se or concrete pavers weighing not less than 10 lb /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: — a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: — " EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: — River bottom stone (3/4 - 1 -1/2 in. diam) at 10001b /sq or concrete roof pavers. 7. Deck: C -15/32 Indine: 1/2 Slip Sheet: — One or more layers Atlas Roofing "FR50 ", mechanically fastened. Membrane: — " EverGuard TPO Plus" , 45 mil. Surfacing: — River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs/sq or concrete roof pavers. 8. Deck: C -15/32 Incline: 1/2 Base Sheet: — Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically fastened. Membrane: — " EverGuard TPO Plus ", 45 mil. Surfacing: — River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): — One or more layers Type Gl, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel, 400 lbs/sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more layers Type Gl, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: -- Karnak No. 97, 1 -1/2 - 3 gal/sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite/isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet (Optional): — One or more layers Type Gi, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: — One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal/sq or "GAF Weather Coat Emulsion" at 3 gal/sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 Incline: 1/2 TGFU.R1306 - Roofing Systems Page 58 of 58 1. Deck: NC Class C Incline: 1/2 Existing Roof System: — Insulated or noninsulated BUR cap sheet system covered with: Membrane: — "EverGuard TPO FB ", 45 -60 mil, hot mopped. 1. Deck: NC OTHER SYSTEMS Class A Incline: Unlimited Underlayment: — "Metal- Mate". Surfacing: — Any UL Classified metal roofing panel. 2. Deck: C -15/32 Incline: Unlimited Barrier Board: Gypsum wallboard, 1/2 in. thick min, or G -P Gypsum Dens - Deck®, 1/4 in. thick min. Underlayment: — "Metal- Mate ". Surfacing: — Any UL Classified metal roofing panel. 1. Deck: C -15/32 Class C Incline: Unlimited Underlayment: — "Metal- Mate". Surfacing: — Any UL Classified metal roofing panel. Page Top Notice of Disclaimer Questions? Previous Pa UL Listed and Classified UL Recognized Products Certified Products Components for Canada This page and all contents are Copyright © 2004 by Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark ohnnlrl ha nnncirlaravl to lw T iotarl and nnaroroil ,,nrlar TIT ro Pnllnaar_TTr. Corarina Alavoarc iniiir few tha Aiforlr nn ROOF REPORTERS, INC. X4441 R04 (561) 434 -7555 PA 106 -95 Roof Tile Uplift Test Report Test Date March 11, 1999 Project Address 916 NE 96 St., Miami Shores, FL Contractor Best Roofing Permit Number 43330 Roof Pitch 3:12 Tile Installation Date October, 1998 Adhesive Type Polyfoam Tile Type Altusa Spanish S All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and PA 106 -95. Each Test location was pulled using a Chatillon Force Gauge to a minirnum of 35 lbs.. TEST SUMMARY Roof Area Total # of Tests # of Tests Passed %Passed Field & Ridge 25 25 100% Corner 10 10 100% Perimeter 10 10 100% TEST RESULTS: PASSED See Attached Sketch for Further Details Al Maccagli, RRC #116 Dade County Certified Testing Agency # 94 -0916 -11 3281 Lake Worth RoadO Suite EO Lake WorthOFlorida 33461 Roof Consulting & Testing OVisual Surveys & Evaluations ORoof Systern Design 0 Moisture Surveys New Adcition Orly -> r T T r T T T T 916 NE 96 St., Miami Shores, FL T T T T T T T T f r T T Dade County Certified Testing Agency # 94 -0916 -11 T T 3281 Lake Worth RoadO Suite EO Lake WorthOFlorida 33461 Roof Consulting & Testing 11 Visual Surveys & Evaluations ORoof System Design 0 Moisture Surreys SYNERGY Certificate of Calibration Labs, Inc Manufacturer: CHATILLON Model Number: DFIS200 Serial Number: 25220 Customer SN: 25220 Description: DIGITAL FORCE GAUGE Customer: ROOF REPORTERS, INCORPORATED Certificate Number: 72568 Environmental Conditions: Temp: 21 deg C Relative humidity: 45% This certifies that the above equipment was calibrated in compliance with the requirements of ANSI /NCSL -Z540- 1994, MIL -STD 45662A, ISO 9002 4.10/4.11, ISO Guide 25, ISO 10012 using applicable procedures. At planned intervals, Synergy Labs, Inc measurement standards are calibrated by comparison to or measurement against national standards, natural physical constants, consensus standards, or by ratio type measurements using self - calibrating techniques. National standards are administered by NIST (National Institute of Standards and Technology) or cther recognized national standards laboratories. Supporting documentation relative to traceability is on file and is available for examination upon request. Limits: NONE Remarks: UNIT RECEIVED IN TOLERANCE - NO ADJUSTMENTS REQUIRED Calibration Date: Feb 15, 1999 Calibration Due: May 15, 1999 Reference Standards Used: Manufacturer Model Number Serial Trace Number Number Cal Due Date AMETEK -M &G WG -23 18830 48037 Apr 28, 1999 Synergy Labs, Inc 8211 NW 64 ST #3 Miami, FL 33166 Ph (305)- 477 -5414 Eliu Lago Quality Assurance 7.11 The Inspector shall mark any component which 'fails' or becomes 'loose' as a result of the test and shall request that the roofing contractor repair such components using an approved adhesive. 7.12 Components which are repaired pursuant to 7.11 shall not be :retested. 7.13 The Building Official shall review and advise the Contractor whether to require and replace the tile assembly or repair the existing assembly. 7.14 Subsequent to testing, the installer may repair not more than .5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 7.15 The Inspector shall retest the tile assembly following repair or replacement. DO NOT TEST TILES THAT WERE PREVIOUSLY TESTED. 8. Report 8.1 The final test report shall include the following: 8.1.1 A copy of the Roof System Assembly Product Control Approval. 8.1.2 A sketch of the test site roof which indicates 1) the field, perimeter and corner areas, with dimensions; and, 2) the location of all components on which a static uplift test is conducted. Indicate those attachments which were initially tested and, if applicable, those attachments which were tested in the extended testing. 8.1.3 A tabulated set of test results, signed by a Professional Engineer or a Registered Roof Consultant. Page - 6 JAN PA 106 Date Lid CO d t - t0 6 �T 9 %Historically Designated: O dirL PROVJSOR Master Permit # '? 19®4 Owner's Address gilt) /V„ D Legal Description Contractin Co. & / OQ P PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 9k0 Ate 9Ln SizEEf Tax Folio I 1 3 2 0 L 0 14 3 0,, C) Qualifier Id )1 11 f9m . CCk, ►- State # COf Qf 7✓OO Municipal # Architect/Engineer AJ / Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL R / OOFING)PA i VVING F , ENNC SIGN WORK DESCRIPTION 77F R A/F,U � K.C[ .l l 7 / C cx- o Appitz I/C - Rd hP SI ✓F BE /bn' Square Ft. / / 0 00 Estimated Cost (value) 3tD 6 / . w 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 -named contractor to do the work stated. My Commission Expires: or Condo President FEES: PERMIT RADON ate fnie4 5/9F N. #: as to Owner and/or Condo President to P1 ' MY COMMISSIO 9 6 645099 w /�l t In' i EXPIRES: May 7, 2001 '''•F o :,, Bonded Thor Notary Public Underwriters C.C.F. SS# Address c 7/ D0 /V Lti COOki_ Phone (950 I 435 -Qag3 Competency # Ins. Co.� CP Address Address Address .3.00 Phone NOTARY Yes No ✓� Signature of Contractor or Owner - Builder N ary as to Contractor or Owner - Builder My Commission Expires: REBECCA i E m MY COMMISSION CC 39 Bonded EXPIRES: Many.`, _V N y -i . • ' Or P�� Banded w Notary PWIIc MIAIIIOR. F59Y Date ij 9 D e BOND .� UO TOTAL DUE 3 APPROVED: Zoning / Building � - � --=—� / eecal Mechanical Plumbing Engineering 4 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT 11ME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1 3206 - o / - 3 ° ,2 ° - STATE OF FLORIDA: COUNTY OF DADE: 98R218343 1998 HAY 08 11:31 THE UNDERSIGNED hereby gives notice that improvements will be mad. 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: 9/6 96 Jt 977'4m; , rho e,f 1421 /0 Cih✓ *he w % o •e Lot 7 R /ork 76' n >< 'h 'i#m, S ho,c e.f 1 toa � - ior, +hK *o P/4t Book /0 l oos, 37 2. Description of improvement: /1/P. t•✓ /Zeorrr ,4ddr free 3.Owner(s) name and address: Oft 7) i e - V4 " &i7' /y4/ / 1O ,t/ cl /(n ,t/E 96 Sf N/A/4; s/14,e s fz 3318 f Interest in property: 0 WA/CRS Name and address of fee simple titleholder: , //452 (/11/ / 4/ Lr. ..3 / t91 Ft L ywd «dojo Ft,,. 3,3.E 1/- 2708 4. Contractor's name and address: D e eon Ctr L/ ,•oYe rn pn 14 / o- e 1 ,,; c. ? cSa A/'v 3 / /ivy Ft Lwrid...a/.o /P F /.9. 33,3 /1- 27oR 5. Surety:(Payment bond required py owner from contractor, if any) Name and address: A/ A' Amount of bond $ /lilj9' 6. Lender's name and address: n,2NCTr /141 g 1�14I�Jo= 13rou1 r—✓A�� C /i�4r�.' / �L 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 N • •ce of Commencement: (the expiration data is 1 year from the date of recording unless a different date is specified Print Owners N . 4 • I - / Sworn to and sub ribed before me this : ) day of D 1 19 Prepared by: •__ i! ! ""7A op 6.15 e' Aadress: 2 6 .5".2. 4" i 3/ ) I' f . tah..co/4/e F/ 3331/-2 0 Notary Public STACEY MIX My Commission Expires: beCe,enret "1", emildensiwpdaiimineis ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar dhesive Se ile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE C"New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Contractor's Name: BE ST. O� ✓ / Flat Roof Area (ft Sloped Roof Area (ft 10 3 ICIZTotal (ft2) ° "(- Master Permit No. Exposure category (per ASCE 7 -88): C Building Classification category (per ASCE 7 -88 table 1): Ft. A v Ft. v A N' lA Deck type: ATTACHMENT Fastener Type: SPACING Field: Perimeter: Corner: 123.01 -78 ass DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION 0,J ! Job Address ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 r r ROOF PLAN 1t� Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ven la ion? Il d A � a Ua• Deck type: dp MEAN HEIGHT I ye °' czx Comical) Underlayment: Insulation: u ROOF SLOPE D E T A I L 3 SLOPED SYSTEM DESCRIPTION 30 Far As Ya4 Fastener type & sparing: Cap Sheet: %''F,5, ARILS Roof C overing: d0 AL.fta '5 'coy -0L6° Drip edge: 3)25 26 ern,6111.14 6 a 12"ofc. cos C'oR%cva T2- P60.0.6 4D4ESIVE * ) ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: 7a x X (Aerodynamic Multiplier):" .31 ) - M: 5.35= M / PCA: 06.50 (Pmax2: LI •.2 x X (Ae odynami.. Multiplier): " - 31 ) - M 5.35 = M 2t • dam PCA: 46. (Pmax3: JO/ .A X X (Aerodynamic Multiplier): , 3 1 ) - M 5,35 = M PCA: ((.50 Page -2 Toolrj 09- 0471997 11 11RM FROM PROD CONTROL NOTICE 0 Altus& Tile, Alatar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 Your application for Product Approval of EXPIRES: u✓13/00 ,,,�. APPROVED.02 /13!97 naafis ISVOD ISVa TO 993!.446 P.01 MIETROPQ1.1 AN Div( COUNTY, 14,0RIDA METF O - DAOE FLA31. P - WINO • (WILDING CODE COMPLWICE OFFICE S 103 METRO OADE FLAGLER 140 WESY FLAGt.E11 STRUT MIAMI, FLORIDA 331304803 (303) 375401 FAX (305) 7 752906 INTERNET: rndccOlOshadow.net PRODUCT CONTROL (305) FAX (305) Alters, Tile Nail Mortar Set or' Adhesive Set One Piece "S" Tile Roofing Tire under Chapter 8 orthe Metropolitan Dade County Code eovernmg the use of Alternate Materials and Types of Construction, and completely described is the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. has been recommended for ieeepteyce by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -16 and the standard conditions on page 17. This approval shall not be valid after the expiration date stated below, The Building Code Compliance Office' reserves the right 10 secure this product or material at any time from a Jobsite or manufacturer's plant for quality control testing, If this product or materiel tails to perform • in the approved manner, the Building Code Compliance Office may revoke, modify. or suspend the use of such product or material immediately. The Building Code Compliance Office reserve the right to revoke this approval, if it is determined by the Building I Code Compliance Oft a that this product or material fails to me t the requirements of the 7th Florida Building Code. 4 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96- 1030.03 Renews 94- 0914.0 Raul Rodriguez Product Control Division Supervisor THIS IS THE COVERSHEET, SE!? ADDITIONAL PAGES 11;OiS§PECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Thia application for Product Approval his been reviewed by the Metropolitan Dade County 8 ' ding Code Compliance Otfee and approved by the building Code Committee to be use4,,in Di► de County F . under the conditions set forth above. i1 // Charles Danger, P.E:. Director Building Code Com plinnce Dept. Metropolitan Dade County CTION 6.2902 24309 Z696 C99 5OC T5 :80 I2id 96 /TC /L0 Zool2 09 -04 -1997 11:12RM FROM PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: Altus* Tile Product Control No.: _6.1030.03 Alfarcria del Turbio, S.A. 8arquisimeto, Venezuela Approval Date: ,F, a Jruaiy 13, 1997 Expiration Date: FekLuary 13, 2000 CatelOIN: Prepared Roofing; Sub.Catettorv: Tile Inv Nail- on/Mortar Set /Adhesive Set Sub-Type: Clay System Description Alfareria del Turbio, S.A. ( Altura), located in Harquisimeto, Venezuela, manufacturers clay roof tile for nail•on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan cla This Pr t Control Approval relates to Altosa's "Altusa," tile profile. ,Refer to appropriate Product Control Approval for ot her tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay cave: closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be r:12". See the "Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and statij • uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Alrnar (USA), Inc., located in M iami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA). Inc. 6645 Northwest 77th Avenue Mimi, FL 33166 (303)471.5830 To :>7=44b r . ne Product Conirvl No.: 9.4e Frank Zuloega Plans Examiner. Preduct'Controt Division A1ddi1S .LSVOp .LSV3 Z696 £98 SO£ DU ZS :80 I21d 88 /TC /1,O 09 - 1997 11:12AM FROM Prodpet Altus. One Piece "S" Tile Trim Pieces TO 5935446 P.03 TRADE NAMES OF PRODUC[S MANUFACTURED OK LABELED BY APPLICANT 1'13" w. 1' W' thick: Head4ap coin. 2W Exposure max. 134" 1= varies w vatic s Product Control No.: 96400.03 Test Product Specilic,tiaes Plmirk4W0 , PA 112 High profile clay roof tile for direct deck or batttcid ntdl -on. mortar or give set applications. PA 112 Accessory trim, clay roof pieces for use et hips, rakes, ridges and vaikey terminations. Frank Zuloaga Plans Examiner, Product Control Division A'Idd115 1SVOZ ISV3 ;696 C98 90C %Yd. Z9:80 I2id 86/TC/L0 POOIjj 09 -1997 11 :13AM FROM Product #j0 Felt 043 Coated Base Sheet Mineral Surface Cap Sheet I.entingtex•ZS 140 Underlayment Rainproof 11 tee and Water Shield Mopping Asphalt • Flashing Cement TRADE NAMES or PRODUCTS MANUFACTURED OTHERS WA N/A N/A 59• x 164' roll 22 lbs/roli 30" x 75' roil 36" x 75' roll or 60" x 75' roll 36" x 73' roll N/A N/A Test ifica i ASTM D 225 type Ir ASTM D 2626 ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in e double ply underlayment system. PA 104 Single ply, nail -on untlerlayment. PA 104 PA 103 Self- adhering underlayment for use as a top ply in a two ply underlayment system with Approved 030 or #43 as the base layer. ASTM 0312 type III orIV Single ply, nail -on underlayment with 2" set f •adhering top edge. ASTM D 4586 Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. TO 5935446 P.04 Product Description Saturated organic felt to be used as a nailed. anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlaymcnt system. Product !Control No.: }6. 1030.03 Frank Zuloagt Plans Examiner, Product Control Division Manufacturer generic generic generic Lettz;ng Performance, Inc. with current PCA Protect -O -Wrap, ine, with current PCA W.R. Grace Co. with Current PCA generic generic mails ,LSVOa .LSV3 Z896 C98 20C %Yd Z9:80 I2Id 96 /TC /L0 09-04 -1997 11 :13AM FROM • Product Control No.: 96.1030 200 Ia Tett Product &elm Dinlensiom; SoeSileetions Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials, Roofing Nails min. 12 ga. with PA 114 heed Appendix E Tin Caps Wood Battens Hurricane Clip & Fasteners TO 5935446 P.05 Annular ring shank hot dipped, eIectro or mechanically plv. rooting nails for use in undertayment attachment, min. 32 ga. PA ! 14 Corrosion resistant min. IV o.d. Appendix E circular disc for use In max. 2" o.d, underlayrnent attachment vertical Wood Preservers Salt pressure treated mitt. 1" x 4" Institute LP - 2 or decay resistant lumber battens hortyortraI min. l" x 4" for use With vertical batt_rts or min. 1 "x2 "for use alone li s PA 114 Corrosion resistant min.'/" width Appendix E bronze, aluminum, min. 0.062" thick stainless steel, galvanized steel or c Fasteners plastic attachment min. Ed x P/" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on cave tiles. generic generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof (rnfeTitam") designed for mortar Company, Inc. set roof tile With eurrent PCA applications. Frank Zuloaga Plans Examiner, Produce Control Division A'TddaS ,1SV00 ,LSV3 Z696 C98 9OC Y 1 MOO IiI3 96 /TC /L0 09 -04 -1997 11:13AM FROM Test Product pimensions, $vecitkat acs Roof Tile Mortal N/A PA 123 ("Quikretem Roof Tile Metter a 1 140") Roof Tile Adhesive ("Poiyprom AHI60") N/A Valley Flashing min. 26 ga. min. 16' width Drip Edge • min. 26 0.a. min. 2" cam flange min. 2" deck flange ASTM A 525 Galvanized steel valley flashing PA 111 6 TO 593 446 P. C6 6 Product Control No.: 3649¢30.03 Product itusdaft Manufacturer Prepared mortar mix Quikre a Construction designed for mortar Products act roof tilt with current PCA applications. See PCA Two component Polyfoam Products, polyurethane adhesivt Inc. designed for adhesive with current PCA set roof tile applications. Galvanized steel drip edge Frank Zuloaga Plans F.xamieer, Product Control Divis;on generic generic 9000 V1ddf1S JSYOZ ,LSV3 Z696 C98 8OC 11x8: CS :80 I2Id 86 /TC /L0 09-04 -199? 11:141 r1 FROM Test AtencY ;rest Modifier Ttstwell Craig Laboratories Lab. iAAP•2 & Consultutts, Inc. Redland Technologies 7161.03 Appendix 111 Redland Technologies Redland Technotogiei Red land Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Canter for Applied Engineering, Inc. 7161 -03 Appendix 11 7161 -03 Appendix 1I1 94.83 94 -034 23- 7200.1 TEST REPORTS Project No. 307025 Test KMDC -78 TO 5935446 P.07 Test N ilo/Rotor' ASTM 1167 Static Uplift Testing PA 102 Wind Tunnel Testing PA I08 (Nail -On) Letter Dated Aug. 1, 1994 Wind Tunnel Testing PA -108 (Nall-On) P063I 41 Wind Tunnel Testing PA 108 (Mortar Set) PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank ,nails Static Uplift Testing PA 102(A) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 (Quick-Drive Screws, Battens) Wind Driven Rain PA 100 Product Control No.: 96.1030.03 Prank Zuloaga Plans Examiner, Product Control Division ate Oct 1994 Dec. 1991 Dec. 1991 Aug. July 1994 Dee. 1991 April 1994 May 1994 Feb. 1995 Oct. 1994 1,00 ,I'Idd11S ZSVOD .LSV3 Z696 C99 20C 1%g C9 :90 I213 86 /TC /L0 . 09 -04 -1997 11:14AM FROM SYSTEMS TO 5935446 P.e0 Product Control No.: 941030.03 Deck Type: Wood, Non - insulated Deck Description: New Construction 19 4 2 " or maul plywood or wood plank. SYSTEM A: Counter - Batten Application Slope Range: 2 " :12" to 7 " :12" Note: Counter- Battens, as noted below, are required I'o r slope range 2 " :12" to kw than 4 " :12" and are optional (or slopes of 4 ":12" to 7 " :12 ". For slopes exceeding 7":12 ", refer to System C. Underlayment: Install undertayment system in compliance with Dade County Application •. Standard PA 118. Horizontal Battens: Install horiumtal battens in compliance with Dade County Application Standard PA 118. Roofing Tile: Install tile in compliance with Dade County Application Standard PA 118. (See "Data fo.: Attachment Calculations" included in this Approval.) Comments: 1. For re -root' applications, 1 $4 1 " plywood is an acceptable substrate, Prank Zuloaga Plans Examiner, Product Control Division Vertical Battens: Install venial battens in compliance with Dade County Application Standard PA 118 X'Idd.1S ,LSVOD ,LSV3 2696 C99 9OC C2 :80 I2L3 86 /TC /L0 60o IJ 09 - e4 -199? 11 ;l4RM FROM Underliaytnent: Roofing Tile: Comments: TO 5935446 P.09 Product Control No:: 96-1030A) SYSTEMS (Corrr1rruEo) Deck Type: .Wood, Non- hsulated Deck' Description: New construction "r / a greater plywood or wood plank. SYSTEM B: Direct Deck Application Scope. Range: 4 ":12" to 7 ":1 Z" Note: System B is only acceptable in ibis slope range. ]For slopes less than 4 ":17. ", refer to System A. For slopes in excess of 7 " :12' ?, refer to System C. Install undertayment system in compliance with Dade County Application • . Standard PA 118. Install the in compliance with Dade County Application Standard PA 118. (See Data for Attachment Calculations" included in this Approval:) 1. Por re-root %," plywood is an acceptable substrate. Pran utoaga i Piens Examiner, Product Control C�Ivisioej �Idd!1S ,LSVOD .LSV3 Z696 £98 50£ %v,3 £9:80 IH1 86 /T£ /L0 OTOI�j 09-04-1997 11:15AM FROM Deck Type: Deck Description: SYSTEM C: Slope Range: Underlayment: Horizontal Battens: Roofing Tile: Comments: Wood, Non - insulated SY5I'EMS (ConiNtrED) TO 5935446 P.10 Product control No.: 96.1030 -03 New construction 19 / 32 " or greater plywood or wood plank. Horizontal Batten Application 4•:12" or greater Note: Horizontal battens, as noted below, arc required for aldpea in excess of 7" :12" and are optional for slopes of 4 ":12" to 7 " :12 ". For slopes leas Iban 4 ":12 ", refer to System A. Install vndetiayment system in compliance with Dade County Application Standard PA 119. Install horizontal battens in compliance with Dade County: Application Standard PA 119. Install tile in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval) 1. For re -roof applications, 15 / 33 " plywood is an acceptable : ubstrate. Frank Zuloaga Plans Examiner, Product Control Division X1ddilS JISVOO ISV3 Z696 C99 SOC C9 :90 I2id 96 /TC /L0 TTOJ 339- 104 -1'9? 11:ISAM FRt Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CorrriptusD) 70 5935446 P. /1 .Wood, Non-insulated New Construction "/ »" or greater plywood or wood plank. Motto or Adhesive Set Application Product Control No.: 96. 1030.03 2":12" 7":12" Note: System D is only acceptable in this slope range. Eor slopes In excess of 7" :12", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #S.) Install tile in compliance with Dade County Application Standard PA 120. (See Data for Attachment Calculations" included in this Approval.) 1. For rc.roof applications. u /n" plywood is an acceptable substrate. Frank Zuloaga Plans Examiner, Produci Control Division X1dd11S ,LSVOZ ZSV3 Z696 C98 9OC %VE 179:80 ISd 88 /TC /L0 TO 09-04 -1997 11 :i5AM FROM Altusa 'S' Tile Tile Profile Tile Profile 1 nail Altusa'S Tile Battens NIP 1 Direct Deck 8.20 Altusa 'S' Tile Tile Profile Tile Profile 8atttns 4.40 DATA FOR ATTACHMENT CALCULATIONS TO 5935446 P,12 Table 1: Aerodynamic Multipliers • Al (ft') --- X OR') X (Rt) . Batten ion 0.29 Direct Deck Ap_ plicatlon 0.29 ,.------ 0.31 t Table 2: Res+ :oring Moments due to Gravity • M (ft - Ibf) from PA 102 Testing 12" 0ireCt Deck 5.27 S " :12" Battens Direct Deck 4.31 5.16 6 ". Battens 4.20 Table 3: Attachment Resistance Expressed as a Moment • M, (fI•1 from PA 102 and PA 102(A) Testing TILE APPROVED APPLICATION NAILS 2 nails N/A 3.40 APPROVED SCREWS 1 screw N/A 28.;0 2 screws 28.80 58.20 APPR FIELD W 1 nail N/A 21,20 Tile Application Mortar Set Adhesive Set XlddnS ,LSVO3 ,LSV3 Product Control No.: 96.1030.03 2 " Direct Deck 6.01 OVEO CLIP H: 2 nails N/A 25.30 Table d: Attachment Resistance Expressed as a Moment • Mr IfI•Ibn from PA 101 Testing Frank Zuloega Plans Examiner. Product Control Division 7 " :12" or greater Battens Direct Deck 4.08 N/A APPROVED EAVES CUP WfTH: 1 nail N/A 28.90 2 nails N/A 34,90 ' 1. Quik•)rive screws Installed in two manufactured holes located P4' end 1$ /,• from the head of the tile. Attachment Resistance 24.50 56.50 2999 C99 SO£ %t;i bS :80 I2id 96 /T£ /L0 £TOIJ 0 -04 -1997 11 :16AM FROM TO 55335446 P.13 10° PROFILE DRAWING AtrusA "S" CLAY ROOF TILE DOVE TAIL LOCKS 13 • Product Control No: 96- 1030.03 Fra $ Plans Examiner, Product Control Division .IlddllS ISVOD ISV3 Z696 C99 50£ %tad tS :90 I2id 86 /T£ /LO ?TO f�j 05 -04 -1997 11:15AM FROM PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORIES 14 TO *ji 44b r.14 Product Con trot No.: , 9¢1030.03 GABLIE- RAKE Fran uloag4 Plans Examiner, Product Control Diivi$ien Xldd11S ISVOD ISV3 Z696 C99 SOC %Vcf DS :90 Rid 86 /TC /LO STO j 09 - 04 - 1997 11 :16AM FROM TO 5935446 P.15 PROFILE DRAWING ArrRovw Sczw Product Control No.! 96.1030,10, , Prank Zuloaga Plans Examiner, Product Control Division Xlddt1S ,LSVOO ,LSVa Z696 C98 90C IVd b9:80 Iii3 86 /TC /L0 9TOI2j 09 -04 -1997 11 ;17AM FROM TO 5935446 P.1? SYSTEM LIMITATIONS Product Control No.: 96-1W3,0 j 1. The standard minimum roof pitch for Musa "S" high profile the shall comply with Dade County Application Standards PA t IR, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fastener.' for mechanical attachment of tiles shalt have a head diameter larger than'that of the preformed holes in the tile, 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method o'Fattachment utilized shall provide sufficient attachment resistance expressed as a moment to meet of exceed the required moment of resistance dei ined in compliance with Dade County Protocol PA 115 or PA 127. Altusa "S" Tile tire: profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System', 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, :10/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits :►hail include a completed Sectionll of the Uniform Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. S. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol ?A 112, Appendix 'A'. 16 Fran Zutoaga Plans Examiner. Prndurt ('nnhnl rlivitie TOTAL P.17 A'IddfIS ISVOD ISV3 Z696 C98 BOC X:I b5 :80 I213 86 /TC /L0 09-04 -1997 11:17Ah1 FROM TO 5935446 P.16 L TO21 Altos* Tile, Almar (USA), lac. 6645 Northwest 77th Avenue. Miami F1: 33166 Product Control No.: 96-1630.03 ACCEPTANCE NV.: -„ - 1030.03 APPROVED : February 13 1997 EXPIRES :'nary 13 fYOfl E OF ACCEPTA TANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents; art; no older than eight (8) years. 2. Any and all approved products shall be permanently Iabtkd with the manufacturer's name, .sty, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered in a) There hes 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) ff the Acceptance holder has not complied with all the requirements of this acceptance, inciudingtthe cor^ect installation ache product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , b no longer practicing the engineering profession. 4. Any revision or change in the mareriats, 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 Cling ofa 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 enoorsernent of any product, for sates, advertising or any other purposes. 6. 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 i3 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 provr.4ed to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all limes. The copies need not be resamted by the engineer. 8. Failure to comply with any sectio:i of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 17. END OFTHIS ACCEPTANCE Plans Examiner, Product Control Division A'IddflS .LStr00 ,LStr3 Z696 C99 SOC IVd 55:80 I113 96 /TC /L0