Loading...
30 NE 97 St (5)APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the 'Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept a•: building during progress of the work. Owner's Name and Address._ 1)1- • F . Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 30 N. E. 97th St. Iiia Shores, Fla. State work to be done and purpose of building (by floors) 5 sq. re — roof — rear center gravel deck. tie into existing , red barrel tile. and for no other purpose. New Building Remodeling. Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering.. A.- nr'i Estimated Total cost of improvements $ 275.00 Amount of Permit $ (1_5.O0 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.' A11YSbtrcer'Witl'i Fefeieii a 'trifi buildii g andits construct o may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require sunilar 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 inspectio n the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only sue i >Z ubcontract Irt on work to be perfer this permit, as are licensed by Miami Shores Village. - , a, Remarks STATE OF FLORIDA, COUNTY OF DADE. ss • Bu' off g Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Kain Lana, Roofing & Tile Co., Ir.c., No 30 Signed)._ Date_ June 3rd,. ,19 61 Street I? • E E. 97th SSt., LAN ' COFIT:G n. TILE CC' "PAP'Y, INC. 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._ i‘• Date " —C, Read, Sworn to and Subscribed before me. Disapproved �/� (Signed) Cam` 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 Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SWIPES VILLAGE BUILDING INEPE°C _'1 0N DEPARTMENT APPLICATION F BUILDING PERMIT Application is hereby made for the approyal 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. _ Dr,._&_ Mrs,_ Kain No... 30 Street N. E. 97th Street Registered Architect and /or Engineer.. Name and address of licensed contractor__ Lang Roof ink_ & Tile Co., Location and legal description of lot to be built on: Lo __ __ Block _ Subdivision._ Street and Number where work is to be done 30 N. E - 97th Street Disapproved ______. Da (Signed) Building - pector Chairman Member Member .. Council Approved _______ . __ . Date Date June 28th - ,1P7 Inc. 573 N. 71st St., Miami Fla. 33/5 v State work to be done and purpose of building (by floors) Tear off old roof to Sheathing - ._tin cap 1-30# felt to sheathing, mop 1 -904 slate with hot cover with a layer of standard white shingle tiles.Re —roof gravel section with 4 —ply built --p roof .and for no other purpose. New Building - . Remodeling Addition._ __ ....... . ._. Repairs Re —roof No. of Stories 1 To be constructed of Kind of foundation _ Roof Covering Tile & gravel Estimated Total cost of improvements $ 875.00 Amount of Permit $ 5 ! , __ . ,9 Zone cubage required flan Cubage__ Distance to next nearest building Size of Building Lot._ Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to__ _ The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent 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 1 ubcontractors n work to be performed under this permit, as are licensed by Miami Shores Village. Remarks — — — - (Signed) ' - _' 2iO4f . =_ Read, Sworn to and Subscribed before me. 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 Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member . ._ . Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making co:•reciions or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. A BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Lat MIAMI SHORES VILLAGE, FLORIDA Date & 1 ❑ PERMIT N° 8893 ❑ Work to be performed under this Permit /C I AO Architect Contractor or Builder Legal Description Address of Building This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with an} 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 respon- sibility for work done by his agents, servants or employees. Signed:h / a c5.6 (INSPECTOR) BY In consideration of the issuance to me o this perm" agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans rawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, /y agent, servant or employee. CONTRACTOR or BUILDER Subdi- vision Sq Ft Value of Amount of Project $ O II Permit $ BY Contractor's License No. AUTHORITY p v 30 3 3-v PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 I /`, 9 Job Address ) 0 IV 1 E. q T 1 5t Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant ) •Th U p 60 h Master Permit # 3 r .2 1 Owners Address - ,757. 4 14-1.6-44,114 i1 Contracting Co. II (c,V.,\ al,w c.1e.,K X1 0 1 h Address Qualifier Q•-k.) K a w� - e 1 75 y 019, Municipal # C o m p e t e n c y # 3 Boog3tins. Co. D i,/lr 1 1 r \ 8 1 - 0 -"Wirt/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (OOFINGJ PAVING FENCE SIGN WORK DESCRIPTION rood PHu cvsh IL/lay 5-e± co [u rr- Square Ft ;-) S CL ? 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 re x acing construction and zoning. Furthermore, I authorize the above -names ontraor o the work statgd ture of owne FEES: PERMIT and/or Condo Presi ant Date Not My C . ripe go EFIAL NOTARY SEAL O SANDRA M MONT'E k �ti) * COM NUMBER a "Ilr Q CC401261 7 i F �� Q MY COMMISSION EXP. OF FV AUG. 17,1998 RADON Date APPROVED: Zoning Mechanical Plumbing Building Phone q C - Estimated Cost (value) 4.bi "1+ 600 P a Signature of Contractor or Owner- Builder C.C.F. l�l otai}j 10 Cnnt r nr (hmucgaiullrier �� • My Oonun?sikki6EA3AMIAL NOTARY SV.Aa. SANDRA M MONTIEL s cp O MY COMMISSION EXP. r AUG . 17 1091 6 7-/q -f NOTARY COMMISSION NUMBER CC401261 Electrical TOTAL DUE b 1 1113195 Date Date Engineering 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: "IUNTY OF DADE: 95R278584 1995 JUL 14 12:15 NDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with CL.apter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: \ — C 0 3. Owner(s) name and address: 3 6 (M p Son Miami Shor -cS ? FL 32i&1 Interest in property: r ► ,Name and address of fee simple titleholder: 4. Contractor's name and address: C cuu \ k U..k as \e_k I / 1 v • E MArani 3161 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the 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) Si.�Yture of Owner — int Owners Na - , ',h'.. 4h' Sworn to and subscribed before me this /4 day of Notary Public Print Notary's N My Commission COMMISSION NUMBER STATE OF FLORIDA, COUNTY OF DADE !HEREBY CER/HFY tI ' this is a troll copy of the originotfdlel in this of ice on TcY dayy of W TNESS i y nd rod 's facial Sool. HARV i Mid LcRK, ci,ildcou ty Courts By / �y�� 1 3b tviE qr S-I- Prepared by: 'C cL1)-' Address: 4 849 RE, Q. h 51 Shur-es FL. 3'316 123.01-52 2/93 Job Address: 30 t a E, q Contractor: Pte\ Kcxiw&\'e kprocess No. 1 ‘9‘. 1 Fro v\'t 3© V J- C cril k Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Job Address: 30 t1/4) o -1 r Jt The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared who, being first duly sworn, deposes and says that all information submitted herein is true and correct. 19 My commission expires: Contractor: Licensed Contractor / Owner /� Signature Sworn to and subscribed before me this (" th day of \PRY P(/ OFFICI L 2 s ( ( n SANDRA M t$ONnkwy 4' ublic . t.71� S' COMMISSION IV ' lorida .?....e. + a , CC401281 Q� MY COMMISSION .EXP. OF FV.° Mortar or Adhesive Set Tile Systems Page - 8 P C&1A. K &(A`& k QJ< Process No. Job Address: 3o ME • C11 1. General 123.01 -158 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: 0 /New Construction (' Re -Roof Nole: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the following): d Nominal ' / :" Plywood (for re -roof only) O Nominal ' //" Plywood D Wood Plank " D Other (fill in) Roof Pitch (fill in): 12 Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7Y2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tilt nailed with not Tess than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 4" which is mechanically attached to the sheathing with not less than one nail per 2 ft Circle 'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control A royal for the proposed tile system? /yes) no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and MI literature y no Is the proposed underlayment approved for use with this tile system assembly? no rocess No. Job Address: 3 0 , v %E . ` 1 Contractor: Project Information (continued): If the proposed undcrlaymcnt is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no all related accessories approved for use with this tile system assembly? Tile Majerial: E ' Clay ❑ Concrete ❑ Other: no Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rinng nk, corrossion reisistant nails)? yes no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: (` Tile Name: ' 1 S !� _ 5 C `o,y • Manufacturer: / 161�(� r I (7L & e t to f 6\ C7 S. h Note: Product Control Approval Number: ` 1 — 09 1 4-0 Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Patel Kkwa Mortar: ❑ Adhesive: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: Minimum 12 ga. galvanized roofing nail: ❑ Other: ❑ N/A All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of '4 whichever is less. Underlavment: Length: Type: Length: Manufacturer: Mixing Ratio: Type: Manufacturer: Process No. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: 30 W q Contractor: P C& L.L.1 k tilJ (Ck Pzozicess No. Type: Thickness: Underlayment: 3o ici0 Roof Pitch Ridge Venting: cpplicabk Underlayment 1 / — Fastener: . P• i el; 1 i Ti h e_ekp 12" FILL IN APPLICABLE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Component not used in Tile Systcm Asscmbly, fill in with "N/A". ) V Head Lap Dimension: " .2.. (minimum r unless otherwise sp In the We system assern114 Prothro Control APPow.0 Mortar/Adhesive: I-e Tile:. p1/4-14 c_( cAxt Tile Fastener: 9cL Nai Edge Metal or Gutter; ( Fastener: 74 IV Bird Stop: (If appllcnble) Edge Metal 3 or Gutter: )(.3 Existing or Proposed Soffit Venting: DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 4 Job Address: 3 0 1 V d S• —1 I i s t Contractor: Rideight: Eav eight: Roof Mean Height feet I et , 34eet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At 1lurricancc Occanlinc?: Y 1/N Basic Wind Speed at Building L 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7 -88) Ground Level BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page -6 P cuAl 0 `& Lt." Ie k Process No 4, Job Address: 30 1" •a • 19 st Underlayment (continued): Spacing (per tile system assembly Product Control Approvall: Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: Field: J2. " o.c. Laps: b " o.c. ❑ ASTM #30 asphalt saturated felt with: Manufacturer: hPs F ❑ ASTM #15 asphalt saturated felt with: Manufacturer: i1 Mineral Surfaced Roll Roofing with: Manufacturer: 6 !f ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: Q" Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1'4," tin cap1 Length: ( " Manufacturer: ❑ Other: Type: Length: Manufacturer: O 19" overlap O 6" overlap 5. Related Accessories: 4/4" overlap O 19" overlap O 6" overlap O 4" overlap O 19" overlap O 6" overlap N4" overlap Contractor: Mortar or Adhesive Set Tile Systems Page - 3 P CUL. 1 Lt/t2.1 - 64 Process No. Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: ko Dimensions: A 3 Gauge or Thickness: Finish: 6rx. l.' Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: 6 — ashing Cement: Type: Kcmf- ‘k& P 1 /c f Manufacturer: jAc,R r In Ct e Job Address: )) Q IU %E.. c\r K Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size in tiSoffit: Type Size in Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Contractor: Pa_CA Kai ' & l ek Process No. Mortar or Adhesive Set Tile Systems Page - 4 . 1- Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela Your application for Product Approval of :_Itu a _ le ail - I n u_ . rta r : ' ive 1. ":1 Tiles under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. ACCEPTANCE NO.: 94-0914.01L fEB 1 4 1997 EXPIRES: PRODUCT CONTROL NOTICE OF ACCEPTANCE 1 - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade Coun , Florida under the conditions set forth above. APPROVED: FEB 2 9 1995 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 "so u a Raul Rodriguez Product Control Division Supervisor 4 • Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Clay System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -bn, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. .Refer to appropriate Product Control Approvals for other 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 eave 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 2 ":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 static 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. Almar (USA), Inc., located in Miami. 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 Miami, FL 33166 (305) 471 Product Control No.: 94- 0914.01 Approval Date: Expiration Date: Raul Rodriguez FEB 2 2 1995 FEB 1 4 1991 Test Product Product Dimensions Specifications Description Altusa'S' Clay Roof I = 18'/." ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with '' /Z" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1= varies w = varies varying thickness ASTM C 1167 Raul Itudricucz Product Control No.: 94- 0914.01 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet • Rainproof II • Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 ' 59" x 164' roll Underlayment 22 lbs/roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 Mineral surfaced asphalt roll roofmg for use as a top ply in a double ply underlayment system. PA 104 PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 Product Control No.: 94- 0914.01 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. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced. trowel grade cement for repair and flashing applications. Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA #92-1116.01 generic generic Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar (" TileTiteT 1 ") Roof Tile Adhesive ( "Polvpro® AH 160 ") Dimensions N/A min. 12 ga. with 3 /," head min. 32 ga. min. 1 /," o.d. max. 2" o.d. vertical min. I "x4" horizontal min. 1" x 4" for use with .vertical battens or min. 1" x 2" for use alone min. 8d x 2'/z" or inin. i0d x 3" min. #8x2'h "or min. #10 x 2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Institute LP - 2 PA 114 Appendix E PA 114 Appendix E PA 123 See PCA Raul Rodri_uez Product Control No.: 94- 0914.01 Product Description Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated. coarse thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile appl ications. • Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. W' width min. 0.060" thick Clip Fasteners min. 8d x I'/." min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA 111 7 11) Rau' Rodril2uez Galvanized steel valley flashing Product Control No.: 94- 0914.01 Product Description Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. Galvanized steel drip edse generic generic Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Test ell Craig Laboratories K Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix III 7161 -03 Appendix III 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test #MDC -78 Lab #AAP -2 Tech: A. Porcello 6 Test Name/Report Static Uplift Testing PA 102 Raul Rodri•uez Product Control No.: 94- 0914.01 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Sct) Withdrawal Resistance Testing of screw vs. sr .c zth shank nails Wind Driven Rain PA 100 Physical Propertie° ASTM C 1 167 Date Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 Deck Type: Wood, Non - insulated Deck Description: New Construction 19 / 3 ," or greater plywood or wood plank. SYSTEM A: Counter -Batten Application Slope Range: SYSTEMS Product Control No.: 94- 0914.01 2":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Vertical Battens: Horizontal Battens: Roofing Tile: Comments: Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2 ". Vertical Battens shall be set in a continuous bed of flashing cement '/ thick and secured not greater than 24" o.c. into the sheathing with approved, corrosion resistant fasteners. Vertical battens shall be positioned over the top chord of the roof trusses. (See PA 118.) Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a tile overlap not less than 3" and secured through the . vertical batten and sheathing with approved, corrosion resistant fasteners. (See PA 118.) Install tile in compliance with PA 118 using one of the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. 1. For re -roof applications, 15 / 3 ," plywood is an acceptable substrate. 2. Clips are required on all eave tile. / 41-1// Raul I dri_urz SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 4 2 " or greater plywood or wood plank. SYSTEM B: Direct Deck Application Product Control No.: 94 0914.01 Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Roofing Tile: Install tile in compliance with PA 118 using one of the approved methods of attachment for direct deck applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re -roof applications, 15 / „” plywood is an acceptable substrate. 2. Clips are required on all eave tile. ./ S Raul Rodn,. ue; Roofing Tile: SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 7 12 " or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Product Control No.: 94 0914.01 Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to i ":12 ". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 3.02 of PA 119._ Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum '/" gap between each 4 foot length. Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. with approved, corrosion resistant fasteners. (See PA 119.) Install tile in compliance with PA 119 using one of the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re -roof applications, ' plywood is an acceptable substrate. 2. Clips are required for all eave tile. Raul Rodrit�uc SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 3 ." or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Roofing Tile: Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115. or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not Tess than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 /," which is mechanically attached to the deck with not less than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not Tess than one nail per tile. 10 Rat:I Ru. arz Product Control No.: 94- 0914.01 C. SYSTEM LIMITATIONS R.tu! Rodri_ucz Product Control No.: 94- 0914.01 I The standard minimum roof pitch for "Altusa S ", - on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. All nail -on tile applications having a roof pitch less than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail - on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System 3. For nail - on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in.mortar over a single layer of minimum 12 ga. wire mesh with square openings of not. less than 3 / 8 " which is mechanically attached to the deck with not less than one roofing nail every 1 ft'. For roof pitches from 6 " :12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and l0% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 7. For mortar or adhesive set tile applications. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated othenvise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. SYSTEM LIMITATIONS (CONTINUED) R :;u! 1:odr:_;:;z Product Control No.: 94- 0914,01 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa " Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance. with Dade County Protocol PA 115 or PA 127 shall be done as a'Moment Based System' 10. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit. a copy of Altusa Tile'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. 11. 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. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) from PA 102 and PA 102(A) Testing Tile TILE APPROVED APPROVED APPROVED APPROVED Profile APPLICATION NAILS SCREWS FIELD CLIP EAVES CLIP Battens Direct Deck . Battens Direct Deck WITH: WITH: 5.35 4.40 1 nail 2 nails 1 screw 2 screws 1 nail , 2 nails 1 nail 1 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80 N/A ! N/A N/A N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 I 25.30 26.90 34.90 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) from PA 102 Testing Tile Profile • 3 ".12" or less 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck . Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for tile installation over battens shall be #8 x 2W long. corrosion resistant. Quik -Drive screws ins tane in two manufactured holes located 1 and 1 from the head of the tile. 13 hau Rodrin Table 1: Aerodynamic Multiplier - X (ft') from PA 108 Testing Tile X (ft X (ft Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 Screws for tile installation over battens shall be #8 x 2W long. corrosion resistant. Quik -Drive screws ins tane in two manufactured holes located 1 and 1 from the head of the tile. 13 hau Rodrin X11;11 Clay Rout Tiles DOVE TAIL LOCKS PROFILE DRAWING ALTUSA 'S' TILE Raul Rodri_ucz 10" Product Control No_: 94- 0914.01 - — METRO y_ 14:1 9►1 •\ METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE i METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 N 11 E •F ETA e may be considered after a new application has been filed and the supporting Extensions of Acceptant data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an Florida. n revision or change in the materials, use, or manufacture of the product or process shall automatically A Y approval is granted for revisions or change. be cause for termination, unless prior app Raul Rodriguez Product Control Division Supervisor This approval supersedes all previous approvals. Last Approval Number 94- 0106.15 2. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4_ This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. preceded by the words Dade County, Florida, and followed by the 5 The Notice of Acceptance number p onion of the Notice of Acceptance is expiration date may be displayed in advertising literature. If any p displayed. then it shall be done in its entirety. 6. Product app t by royal drawings. where required for permit applications, shall be provided to the appl ca need the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints not be re- scaled by an engineer. 7 Failure comply with the Standard Conditions shall be cause for termination of the Approval. engineer registered in the State of PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fax: 305- 756 -8972 1 Z// V Z 3 0 LI �, �7 J ' Tax Fol io 1/ + 3 — 079 d Date J ob Address <A�' � � Legal Description Historically Designated: Owner /Lessee/Tenet a b Yes No G, Master Permit # Owner's Address 7 CJ C ! ") 3 Phone 7�� - 2 j; G J c . Contracting Co. ` � 1 --� �--•— J�-r - -`� Address Qualifier ( ) Q — Phone 7 �� State # C < < Z� D Municip # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING WORK DESCRIPTION: Lin :r l Square Ft. 7 0 ROOFING Estimated Cost (value) .1i C-.)°" MECHANICAL WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 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 all disciplines. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work wi regulating construction and zoning. Furthermore, I authorize the above named contractor to dog wo ated. nature al Condo President Date 1 owner and/ (i /2—ci—a 3 —Q —3 .� Notary t 0 •t a .�j� �r ; � 0111 .1 My CommissiIV:1� h .• sBonded ' A dvant 2006 9 age Notary FEES: PERMIT . RADON APPROVED: Zoning Building Mechanical Plumbing Date ignature of Contractor or Owner Builder Date Not My 0 ontractor mmission Expir C.C.F ( O NOTARY BOND'Q done in compliax ce with all applicable laws LIANETTE ACOSTA /L 1G*IMISSION #DD132619 EXPIRES: DEC 13, 2003 Bonded through Advantage Notary TOTAL DUE '() o / VS* Date Electrical Structural Engineer This :ristrument prepared r,-' :: ress , V1 j w '?YS , /` // `'e' Folio #: / / -3ZO'— 0/3 079 NOTICE OF COMMENCEMENT Stitt. of Florida Ccunty of Dade Th.:- :ncersigned hereby gives notice that improvement will be made to ce :: n real property, and in accordance with Chapter 713, Florida St ::. ; :c•s, the following information is provided in this Notice of Cu 1 :: •operty Legal Description: 3 O ) Lengthy legal, please see description attached hereto Street Address (if available) 2. Description of Improvement: 3. Property Owner Name: 4 Mailing Address: 5 And interest in property: Art S A te . 6 Name of fee simple title holder if other than owner: t / dcress: 7 Contractor name: L Address: d- 3 ° Surety Bond, Name e it+ •Anc address of Surety: Phone Number: And amount of Bond ender name. 0-) Address. Phone Number: Fax #: Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices or other documents may be served as provided by Sei tion 713.13(1)(A)7., Florida Statutes: Name. ;)ersonally known to Notary signature: Printed n ame: � .C-::"- r ,: /,fi e ' 'arc-2n_ Seal Address: Phone Number: Fax #: in addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided by Section 713.13(1)(B), Florida Statutes Name fr Address: Phone Number: Fax #: 12 Expiration date of this: (expires one year from date recorded unless a different date is specified) Owner signature il..I d_ �f r Owner signature: Printed name: /,(_,y-, & , Printed name: SWORN TO ANt+ SUtjt�EQ- �:� -;'' u „_' day of By or ftC wllNESS �rJ HARVEY F:?l: By RY ?FY1h i vs•is•a space above reserved for use of recording office /l/ Phone Number: — 5 — , — Fax #: Durk U.G•. , 200 ?. as identification. " ?� fires :Q0..O . :the • „6 71.3 �1��: Miami Shores Village 10050 NE 2nd Avenue 0 Wit TO THE ► ORDER OF Phone: 305- 795 -2204 Permit Number: BP2002 -2111 Printed: 12 /12/2002 Applicant: JAVAN Owner: THOMPSON JOB ADDRESS: 30 NE 97 Contractor FLORIDA ROOF TECH CORP Local Phone: 305 - 557 -9685 Parcel # 1132060130790 Building Permit THOMPSON JAVAN ST Contractor's Address: 2730 W 78 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W1/2 LOT 8 & LOT 9 BLK 6 LOT SIZE Fees: Description Amount FEE2002 -7143 Building Permit Application Fee $60.00 FEE2002 -7144 CCF $2.40 FEE2002 -7145 Buildier's Bond $300.00 Total Fees: $362.40 Total Fees: $362.40 Total Receipts: $0.00 0 Permit Status: Approved Permit Expiration: 6/3/2003 Construction Value: $4,000.00 V1/nrle• DC 0 r'r\c CI A -r nrr. FLORIDA ROOF TECH CORP. 2730 W 78 STREET HIALEAH, FL 33016 PH: 305 - 557 -9685 PAY ‘64 COMMERCEBANK NATIONAL ASSOCIATION 2750 West 68th Street, Suite 136 40 Hialeah, Florida 33016 II ■0 L LB 2 ?" 406 70 LO 5091: 4084004 2031 63- 1050/670 No. 011827 DATE I CHECK NO. I CHECK AMOUNT spection herefor in strict compliance with all 1s that may have been submitted to he plans are changed without lity for a thorough knowledge of the assumes responsibility for work done twining thereto and in strict conformity isibility for all work done by either - • SECTION 1524 I'rGII VELOCITY HURRICANE ZONES REQUIR.EI) OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS :524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter of the Florida Building Code, Building govern the minimum requirements and standards of the industry for . ifing system installations. Additionally, the following items should be addressed as part of the agreement ,::tween the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been :plained. , A 1. Aesthetics - Workmanship: Tin, workmanship provisions of Chapter 15 (High Velocity Hurricane !one) arc for the purpose of providing that the roofing system meets the wind resistance and water intrusion crformance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship •:ovisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should addressed as part of the agreement betvycen the owner and the contractor. j P 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ::nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida . suilding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Coninmon Roofs: Common roofs are those which have no visible delineation between neighboring ..,tits (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or caner should notify the occupants of adjacent units of roofing work to be performed. 7 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be .:owed 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. ,Z 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural stress and may require the review of :. professional structural engineer. Ponding may shorten the life :pectancy and performance of the new roofing system. Ponding conditions may not be evident until the o: iginal 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 . erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if . : :erflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in • .cordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the . of the structural assembly (the building itself). The existing amount of attic ve • shall not be :ouced. It may be beneficial to consider additional venting which can result in extendi 1 - rvice life of the : /z, L , 2602._ is /Agen s Signature Date DOCe IC -II Imp 'LOCALS- I'Temp.SCCTIO`115 : Contractor's Signature Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acce • tances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHM REQUIRED• Florida gilding Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Proces s No. Contractor's Name . cri Joy Address 0 /WC 97J T P. Low Slope 0 Asphaltic Shingles )F CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles 1 Mortar/Adhesive Set Tile CI w o d 9 Shakes AS ❑ Prescriptive BUR-R "Yp )'PS �CIC.S, • rAT ... NO ►. ROOF TYPE L/ 1.pG ❑ New Roof IS. Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 79 z 7,0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly ideptify dimensions of elevated pressure zones and location of parapets. 1 1 7 t I_j_I t t 1 I 1 I I I I 1 1 i 11 . i t I - t I '. : - i 1 -t I ! i� ; I ; _'m il 1 T: t i I i1 __ i i1 _ _ -.. i; '11 1 1 1 1 TI 11_7771711 _. _.I_ i l l i f I t t4? 11 i H-1-1±1-.+-14 I ' 1 I� 1!! _ -- _- 1 - 111 - I 111 ! r f 1_;_1 t 11! ( ! i t I�f 1I J i i'!� 1 ( 1 t 1 11- I { ; 1! i I 1 1 L_I- 111 1 1 I f I, _ � t i l l ii 111 t l 1 1 1 1 V i� I!1 1 11 l i l - i iF { ( - i �� ��I I I 1 t I 1{ 1 I i i I TI F ! I i (71 111 +1 I p4 1 1 1 1 I f I ' I i i t I wr_ t - ! _i `- i 1 IT1 1 11 : :: i ::: 1 :: . i i I - rt I I_ 1 Pt_; • 1 I; 1 1 I 1 r t T'-1 1 1_111 tTT i;_ 1i !I 1!' 1 1 1 ii -_i_i 111 i. I I V I 1 1 3 i t l 1 t"" _ TiT 1 IT - 117-11 , I i l i f l l -' � i I ii- T 1- t 1-; I ' -i TT T' t i 11111 1 1 • i t ;ft t; _I 1 1 Z 1 I1i!i 11 11 I 1 11111! i'ti71II m ilT_; Ti 1 1 1 1_; 1-21 - - M� _ Florida gilding Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Proces s No. Contractor's Name . cri Joy Address 0 /WC 97J T P. Low Slope 0 Asphaltic Shingles )F CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles 1 Mortar/Adhesive Set Tile CI w o d 9 Shakes AS ❑ Prescriptive BUR-R "Yp )'PS �CIC.S, • rAT ... NO ►. ROOF TYPE L/ 1.pG ❑ New Roof IS. Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 79 z 7,0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly ideptify dimensions of elevated pressure zones and location of parapets. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify.as "NA ") System Manufacturer. 6 f / 7 7jC 1 NOA No.: ©1 (QD &.® Design Wind Pressures, From RAS 128 or Calculations: Pmax1 - Pmax2: 3 Pmax3: / ,'/ 4. Max. Design Pressure From the Specific NOA System: 5 - - j ej Deck: s� �^ Type: / / Gauge/Thickness: ` Slope: �f / Z Anchor /Base Sheet & No. of PIy(s): b� "ArS DG 7r /l Anchor [Base Sheet Fastener /Bonding Material: tASHyC Insulation Base Layer: Base Insulation Size and Thickness: Base Ins! iatinn Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) .& No. of Ply(s): Z Ply Sheet Fastener /Bonding Material: /VG /4.,7i/nf Top Ply: 9ra / ;/ Top Ply Fastener/ Bonding Material: 1, Al ^s//4/7" Surfacing: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fastener Spacing for Anchor /Base Sheet Attachment Field: % " oc @ Lap, # Rows @ 9 ° oc Perimeter. 4 " oc @ Lap, # Rows ¢ @ " oc Comer: 0 "oc @ Lap, # Rows @ • oc Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Ind cate: 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. W\U `did I ;1 4143 4 l \k Y o W \i'6"�• Number of Fasteners Per Insulation Board FT. FT. 0 Parapet Height C Mean Roof Height Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: ype Underlayment: Insulation. Fire Barrier. astener Type & Spacing: dhesive Type Ridge Ventilation? Mean Roof Height: ype Cap Sheet: oof Covering: Type & Size Drip Edge: M Required Moment Resistance* Mean Roof Height - Roof Slope I 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 84.9 6 :12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 _ Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose e 1 or 2. Compared the values for M with the values from M r . If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: x A. = __ - Mg: = Mrr, NOA MM (P2: x A. = ) - Mg: = Mri NOA 4 (P3: x X = -__.) .. = Mr3 NOA MM Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P xl: = x w:= ) -W: a' cos 9: = F (P2 : x l: = a w: = ) - W: a cos 9: = F r y: (P3 : a l: = x w: = ) - W: x cos 9: = F NOA F' NOA F' NOA F' • ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued GAFGLAS 480 Premium Base Sheet may be used in any of the following systems. "GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruheroid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 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. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlitei urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineial Surfaced Cap Sheet ". 3. Deck: NC Incline: 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,.2 in. max. Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS 475 Base Sheet" (may he nailed). Ply Sheet: One or more layers of Type GI "GAFGLAS PIy 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS 475 Base Sheet ". Ply Sheet: One or more layers of Type GI "GAFGLAS PIy 4" or GAFGLAS PIy 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: 0-15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlitelturethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. • Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 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: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus " (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) • 173 Roofing Systems (TGFU) Continued Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C-15/32 \ Incline: 3 -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. Ply Sheet: Two or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 incline: 3-1/2 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: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -15/32 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. Ply Sheet: Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs/sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 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. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar hitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal /sq. 2. Deck: NC Incline: 1 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. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, woad fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type G1 or G2, mechanically fastened or hot mopped. PIy Sheet: Can: or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing: "CAF Premium Fiberecl Aluminum Roof Coating", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlitc, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Bump, INGoCODF COMPLIANCE, OFFICE (BCCO) PRODUCT CO DIVISION NO, ;ICE O F ACCEPTANCE OA GAFMaterial Corporation ••136lAA1ps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructs The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and ` Review Committee to be used in Miami Dade County and other areas where allowed b d the g d Product on materials. Jurisdiction (AHJ). by Authority Having This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pr Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) resew have this product or material tested for quality assurance purposes. If this product or y oduct Control accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the ri ht this acceptance, if it is determined by Miami -Dade County Product Control Division that this product fails to meet the requirements of the applicable building code. g to revoke p ct or material This product is approved as described herein, and has been designed to comply with the High Velocit Zone of the Florida Building Code. y Hurricane DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. and n. RENEWAL of this NOA shall be considered after a renewal application has been filed an change in the applicable building code negatively affecting the performance of this product.d there has been no TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to c omply with any section of this NOA shall be cause for termination and removal of NOA. any ADVERTISEMENT The NOA number preceded by the words Miami -Dade County, Florida, expiration date may be displayed in advertising literature. If any ty p and followed eit shall al the done in its entirety. y portion of the NOA is displayed, then it shall be INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer shall be available for inspection at the job site at the request of the Building Official. or its distributors and Tnis NOA consists of pages 1 through 21. The submitted documentation w.�s reviewed by Frank Zuloaga, RRC 4,T C0 E 0 i � f EPT F ' MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WET FLAGLER STREET, SUITE 1603 MIAMI, F LORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No: 0 2- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub -Cat_ eQOry_• Dec!' Maximum Design Pressure Fire Classification: Roofing BUR Wood -75 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT• TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PIyTM 6 Dimensions 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Tes t S ecification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 458 ASTM D 4586 ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt flashing Cement Product Description 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. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 6 Fiber reinforced, polymer modified Flashing cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 2 of 21 Product RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH 39 Smooth RUBEROID® TORCH 39. Granule RUBEROID® TORCH 39. PLUS (Granule) RUBEROID® TORCH 39. FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide .37" (1 meter) wide 37" (1 meter) wide 37" (1 meter) wide 37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide RUBEROID® Dual FR 39.37" (1 meter) Wide 5 gallons Test Specification ASTM D 616 ASTM D 514 ASTM D 616 ASTM D 514 ASTM D 616 ASTM D 514 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 a ASTM D 6164 ASTM D 5147 PA 100(A) 0 ASTM D 1929 p ASTM D 635 S None M re Product Description 4 Non -woven poester mat coated with 7 polymer - modified asphalt and smooth surfaced. 4 Non -Woven polyester mat coated with fire 7 retardant polymer modified asphalt and surfaced with mineral granules. 4 Non -Woven polyester mat coated with fire 7 retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. 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. 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 and surfaced with luminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. ne way valve vent used to relieve built -up ressure within the roof system. GAF Vent tacks are available in metal or plastic. ineral colloidal bituminous emulsion with flective aluminum flakes NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 4 of 21 Product GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateTM Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCote (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Dimensions 5 gallons 100 Ib. cartons, bulk 60 Ib. kegs 39.37" (l meter) wide 39.37" (1 meter) wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D2824, Type I ASTM D4601 ASTM D 3909 Product Description Non - fibered alu)ninum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II, III and IV SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle 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. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 5 of 21 Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX Product Name Product White Line ACFoam I, II & Composite ISO 95+ Dimensions 5 gallons 5 gallons 5 gallons 5 gallons Test Specification Product Description ASTM D3019 Cold Applied Avhalt Adhesive. ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type III 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 Fibered aluminum coating. Non- fibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive 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. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 6 of 21 Fastener Number ISO 95+ Composite Wood Fiber APPROVED INSULATIONS: Product Name High Density Wood Fiberboard Perlite Insulation Dens Deck ENRG'Y -2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Product Name 1 GAFTITE® (Drill -Tec ®) #12 Standard & #14 Hear. Duty Roofing Fastener 2. GAFTITE® (Drill -Tec ®) ASAP 3. GAFTITE® (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 TABLE 2 Product Description Polyisocyanurate/perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for r steel, wood & concrete decks. Pre - assembled GAFTITE 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. Dimensions 2 7/8" x 3 1/4" 3 "x3%" Manufacturer (With Current NOA) Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 'A" GAF Materials Corp. 3" and 3 %Z" GAF Materials Corp. Construction Fasteners Inc. Construction Fasteners l nc. Construction Fasteners Inc. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 7 of 21 • APPROVED FASTENERS: Fastener Number Product Name 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate 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 Manufacturer Dimensions (With Current NOA) ITW Buildex Corp. 3" round ITW Buildex Corp. 3" square 3.2" ITW Buildex Corp. Johns Manville 3.25 " round 3.5 " round 3" round 3" round 3" round 3" round 3" round Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. S FS/Stadler S FS /Stadler S FS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 8 of.21 • , EVIDENCE SUBMITTED: Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Dynatech Engineering Corporation Dynatech Engineering Corporation PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. Test A enc Factory Mutual Research Corpgration Factory Mutual Research Corporation Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I. 3B9Q1.AM J.I. ODOA8.AM J.I. 0D1A8.AM J.I. 0Y9Q5.AM J.I. 3X3A2.AM J.I. 0Y9Q5.AM #3600.02.95 -1 #4482.02.951 GAF- 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Description ASTM D 4977 TAS 114 TAS 114 Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 08.02.94 07.29.94 02.02.95 02.02.95 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 9 of 21 Deck Type 1: Deck Description: Base sheet: Fastening Options: Ply Sheet: Cap Sheet: Wood, Non - insulated New Construction or Reroof 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, IUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any 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 PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec ( GAFTITE) #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, GAFGLAS #75 Base Sheet or any 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 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 any 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 —60 psf, See General Limitation #7) Any of above Base 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 —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #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) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap 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: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18of21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a me 1 riically fastened base or anchor sheet. 2. Minimum '/" Dens Deck or %z Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically 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 base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: 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 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed 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 1 17. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be 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 111 and applicable wind load requirements. 9. ■ The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 MIARRHORES VILLAGE, FLA. • JOB r\_1 ) ADDRESS 1 . f TIME READY i REMARKS: ____. ----- INSPECTION SPECTOR DATE N? 2056