Loading...
ROOFINGMIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR 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. Date , 19 Owner's Name and Address ..... " - No Street (' Registered Architect and /or Engineer and address of licensed contractor .. c ° 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 andl$urpose of building (by floors) and for no other purpose. New Building ._.. Remodeling Addition Repairs No of Stories ° / To be constructed of Kind of., oundation Roof Covering ',„. 1 " Estimated Total cost of improvements $ v � ∎�� -' Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live Load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. 2 Remarks ( Signed) STATE OF FLORIDA, COUNTY OF DADE. 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 hfm stated are true. Permit No.__ ....... __.._._.__ Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida ( Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE :A charge of $1.00 will be made for making corrections or changes to this application after approval has hecn obtained from the Plan Board. l re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty matials and /or workmanship. ;UILDING :LECTRICAL 'LUMBING GOOFING ?wner of wilding MIAMI SHORES VILLAGE, FLORIDA DATF 195 ❑ PER M 1 T N® 2667 Contractor s License No. Work to be performed under this Permit architect ontractor )r Builder .egal Lot )escription address of wilding Bl Subdi- vision Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application ierefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, rawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any me 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 ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ertaining 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 one by his agents, servants or employees. Signed- BY INSPECTOR 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 , ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY 6 �- •«.. MIAMI SHORES VILLAGE. FLORIDA BUILDING ❑ ELECTRICAL ❑ PERMIT j r� ry DATE 195 ❑ i. E R M " N 9 1 6 ! © Contractor's PLUMBING License No ROOFING ❑ ❑ Work to be performed under this Permit Owner of Buf.lding Architect Contractor or Builder Legal Lot Description Address of Buf.lding CONTRACTOR OR BUILDER Bl. Subdi- vision Sq. Ft Value of Project $ Amt. of 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. Signed: BY INSPECTOR 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 responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY 1 7 Date Job Address q c 0 4.) • - q, S Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant G k � �; ��� 10,2 _. Owner's Address ® AD - q WORK DESCRIPTION - f_e Notary . ,� * - .. rr '� • I e • ident My Comtism LORIDA M y � `' t` D. CC475226 MY COMMI5S.{; r XP. UNE 23,1999 CC) L) - At-U PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Buildin Contracting Co. �� ©� e , � a- ii o!? Address _ • - Qualifier " - L A State # tee, 004' ,fl'? L / Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address 4 S4 it G 'Signature of owner and/or Condo Preside t Date ate / LEES: PERMIT D / 7 RADON C.C.F. Master Permit # Phone � �� _ 0 a S `130 ) 10 . t, / Z3A Phone & 7 QQ Co Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL,. ROOFING PAVING FENCE SIGN r ( a d Square Ft. L ' OA 0, 4/ IL " Estimated Cost (value) 1 ✓ C C"ozo TKofj 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.) C� 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. ,41 1 ,44 TXtfe a �2 E0e / Signature of Contractor or Owner- Builder Date x) A♦ I• Not as to . (• Olt +g evingettuiltooF FLORIDA My Commission Xpireg.MMISSION NO. CC475226 MY COMMISSION EXP. UN JE 23,1999 P i f' D(te NOTARY TOTAL DUE g APPROVED: Zoning Mechanical Plumbing Engineering Electrical rr 9 1996 FEB 06 10:33 PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: C LD /3 • e. "l 2 ST / ,Steele s 2. Description of improvement: ILL ' nj Ot 3. Owner(s) name and address: Im �"!2. J-� r!i im.n -��2 m Interest in property: A �' Name and address of fee simple titleholder: / 4. Contractor's name and address: S A Ac2._a ) Qo +n ,n. ,4-f LA -1 C.de-P. 0 N° cZ C2- A11 Q t !}} I 5' 1 7 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: ` c IN- Amount of bond $ /� J 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: NOTICE OF COMMENCEMENT 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) //lei ' S' /7 Re 2 i -4-t te Signature of Owner ,, / , Print Owners Nameia ]r� OtlA in-- eto �� e 6W-I I ' Prepared by: /v riA e4-1.4QS Sworn to and subscribed before me this c iday of v , 19 - 6c. Notary Public Print Notary's Na My Commission Expires: Is - AT`' OF FLORIDA, COUNTY OF DADE - I HER: -v CERTIFY thug this Is a 'r:in c py 4 the 0:1 , ,rFT1j in t is .f;ico on � day of ' A• 0. ;9 to: e,,. -. e ON •inl.p,l, HARR . " ri_F V, $ crr, if nri County Coons (2 LD -4-• o Address: C b o S LC)' ` b "3 _ • 12301 -52 2/93 i 1 Job Address: 1 4 1-() AD - 6. Adhesives (continued): 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. O Ridge: Type Size in' Soffit: Type inoe46 Size in' 3 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. Ridge Venting: (ygppheablo) b Job Address: 9't o AJ. C • Z Contractor: 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 III with a copy of SECTION I, noting the permit number issued. a 3, i7 ; %r s 7 �/✓ iff44, ei4 e /- ejz e e a !/ Vc s �� �� 43- r Mortar or Adhesive Set Tile Systems Page - 4 Contractor: Deck: ,,, D b t) Pte T � J Thickness : c_. Underlayment: (ql , r).24�. Underlayment I /� Fastener. ��n 12" DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 'IS OM POAF'R!' P. USULAINF,F6M. Additional Notes: c fryi eV/ 0 1- : o / ( 1 / c 2 -41 :. - 3/ /YY 9a of 0-4 • 7z.a 9�.y 0,3 / 0 . I2, 9 0.9. 73 ! � 87 13 oiaMCS rtoA ?'nIP p. I i1GI I I P! Fir\ AOil Process No. FILL IN APPLICABLE ROOFING COMPONENTS WI IICI l MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI IOWN ON THIS PAGE. ( Where Roofing Componcnt not uscd in Tile Systcm Assembly, fill in with "N /A ". ) Head Lap Dimension: (minimum 1' unless otherwise specified In the life system usembly Product Control Approra0 Mortar /Adhesive:' 2 I Tile: i LSAA t3 Tile Fastener: • N t ' WA) )tJ A- e L Existing or ProNsed Soffit Venting: C?)/ % .1 n L Bird Stop: t/V'1 i) - a ((fappllcable) Edge r Fastener:�l of ''u ¢ 1 p, /15 J�/� S d Edge Metal or Gutter: AZ . t _ .,..d. Job Address: 4cW AD • e • G7i Job Address: L • Underlayment (continued): Check all of the following which apply to the proposed underlayment for use th the proposed tile system assembly: ❑ ASTM #15 asphalt saturated felt with: nufacturer: N ita Mineral Surfaced Roll Roofing with: 0 19" overlap ❑ 6" overlap 4" overlap Manufacturer: C5 ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: Lam' Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 0/ tin 9 r • Length: Manufacturer: ❑ Other: Type: Length: Manufacturer: BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 ❑ 19" overlap ❑ 6" overlap O 4" overlap Contractor: Contractor: Mortar or Adhesive Set Tile Systems Page - 3 •ISAACS RCCP,' C3 P, Iq'SI.IIAT!CN, CORR, Ridge Height: Eave Height: Roof Mean Height II feet ( i feet I Z. feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheer Attached ) Exposurc Category: Classification Category: At I lurricancc Occanlinc ?: Y N Basic Wind Speed at Building Location 110 mph Building Condition based on % of openings: (See Table 9 ojASCE 7-88) Ground Level °ISAACS ROOFING Pr IRISU!LArCiptalphio' Field: Laps: ASTM #30 asphalt saturated felt with: 0 19" overlap O 6" overlap 5. Related Accessories: 4" overlap Manufacturer: Spacing (per tile system assembly Product Control Approval): Process No. Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: / q e M9 Dimensions: c3`a. 5 • Gauge or Thickness: Zeo drial e Finish: � � / ��� 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: 0 / Manufacturer: Flashing Cement: A � Type: (J ec11, I s7.r✓ Manufacturer: e,".. Q2i. e Job Address: Tile: Tile Name: Manufacturer: Project Information (continuedl: If the proposed underlayment is self - adhered, have you complied with the venting requirements of Sgc io 2913.3 (b), (c) and (d) of the South Florida Building Code yes no Are all related accessories approv d for use with this tile system assembly? Are the propo d edge metal attachment fasteners in compliance with the requirem of the South Florida Building Code (minimum 12 ga. annular ng s ank, corrossion reisistant nails)? ye no 4. The '!file Syste Assembly: Tile Ma:rrial: Clay ❑ Concrete ❑ Other: no The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. '( E ks ( � , L Product Control Approval Number: g `I ' o � 1 q. o Mortar or Adhesive: Contractor: 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 Job Address: / ci t /) . e _ q2- Contractor: Mortar or Adhesive Set Tile Systems Page - 7 •ISML r Nir"'""0, P. IMSULAVONag4401. ❑ Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7":12"1: Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system as mbly: ❑ Other: Type: Length: ❑ N/A Underlayment: Mortar: Manufacturer: Mixing Ratio: 10 /7" i x Length: BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Minimum 12 ga. galvanized roofing nail: Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicable) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of/ ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. °OSMMCS ROCPW Q P. INSULAY'N, CORP. Process No. F" Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) Job Address: 6 N ' t- 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. 9 Job Address: 1. General 2. Documentation 12ao1.158 Sworn to and subscribed befor My commission expires: In /U41/4 Licensed Contractor /Owner Signature th day of v idoTAR SEAL NA:iLtt RJENTES NOTARY PUBLIC "'FLORIDA STATE OF FLO 1 " _ I '�'''' 9 tiv 1 !ON, xP, 75226 ✓ /Jr, /i ►c ate of Florida 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. 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: E/ slew Construction Re -Roof Noje: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhcsivc Set Tile Systems Page - 8 Mortar or Adhcsivc Set Tile Systems Page -1 .0SMCS ROOF "APP P. IAISLFLA4lt t' , f;OHPo 1 Process No. Contractor: r 00SAAf,C RfjF'P'gIP P; IRSLILATTNN,F!OSPs N13. Is the deck solid ceatAed? (circle 'yes' or 'no') no Deck Type (check one of the following: ❑ Nominal '/2" Plywood (for re -roof only) ( ❑ Nominal' / Plywood Wood Plank Ada" ❑ Other (fill in) Roof Pitch (fill in): 7 ":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7% : ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courscs of tile nailed with not less 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 ' / which is mechanically attached to the sheathing with not less than one nail per 2 ff. Circle 'yes' or 'no' for each of the following: Have you attach . o copies of the tile system manufacturer's Product Contro ppro for the proposed tile system? no Have you attac ,r a copy of the tile system assembly and/or roofing compon ' manufacturer's published, application instructions an other 1 terature no Is the proposed layment approved for use with this tile system assembl no • 4 • T METRODADS .Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela ]P RODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Set Clay "Altusa S" Roofing ma 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.: EXPIRES: APPROVED: FEB 1 4 1997 FEB ? ? 1995 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1803 METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1683 '(305) 375 -2901 FAX (305) 375.2908 Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan, Dade County Building Code Compliance Department and approved by the Building Code Committee to be usedin Dade Coun , Florida under . the conditions set forth above. 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 Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471-5830 1 Product Control No.: 94- 0914.01 Approval Date: Expiration Date: Raul Rodriguez 1, FEB 2 2 1995 FEB 1 4 1997 Alfareria del Turbio, S.A: ( Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, 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. Trim Pieces 1= varies w = varies varying thickness • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT ASTM C 1167 Product Control No.: 94 -0914.01 Test Product Product Dimensions Specifications Description Altusa 'S' Clay Roof 1 =18'/•" ASTM C 1167 High profile, interlocking, one - piece, Tile w =10" 'S' shaped, clay roof tile equipped with 'A" thick two nail holes and a single roll. For direct deck nail -on applications only. 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 N/A Sheet Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 lbs/roll Rainproof II Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll Ice and Water Shield 36" x 75' roll N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV. 0 N/A • ASTM D 4586 Raul Rodriguez 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. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. 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. Product Control No.: 94- 0914.01 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 ( "TileTiteTM ") Roof Tile Adhesive ( "Polypro® AH160 ") Dimensions N/A min. 12 ga. with ' /," head min. 32 ga. min. 1'/ o.d. max. 2" o.d. vertical min. 1" x 4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2W or min. 10d x 3" min. #8x2'W'or min. #10x2" N/A N/A Test Specifications ASTM D 41 PA 114 Appendix E PA 114 Appendix E Wood Preservers Salt pressure treated Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E Raul Rodriguez 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 Corrosion resistant, screw, smooth or annular ring shank nails. • Corrosion resistant, coated, coarse thread wood screws. PA 123 Prepared mortar mix designed for mortar set roof tile applications. See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. • Manufacturer generic generic generic generic generic generic Bermuda Roof Company, Inc. PCA #94- 0614.01 Polyfoam Products, Inc. PCA #94- 0401.01 Y •T `, a .. Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions fllpa min. h" width min. 0.060" thick Clip Fasteners min. 8d x PA" 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 Raul Rodrigues 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 valley flashing Galvanized steel drip edge 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. Testwell Craig Laboratories & Consultants, Inc. Test Identifier 7161 -03 Appendix III 94 -084 TEST REPORTS 7161 -03 Appendix III 25- 7200 -1 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 Static Uplift Testing PA 101 (Mortar Set) aul Rodriguez Product Control No.: 94- 0914.01 Test Name/Report D tg Static Uplift Testing Dec. 1991 PA 102 Static Uplift Testing Dec. 1991 PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) 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. str.ctIth shank nails Wind Driven Rain PA 100 Physical Properties Oct. 1994 ASTM C 1167 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: SYSTEMS (CONTINUED) Wood, Non - insulated New construction "/ „” or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Product Control No.: 94- 0914.01 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. 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. 1. For re-roof applications, "4 2 " plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of file 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 2 / 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. 10 Raul Rodriguez SYSTEM LIMITATIONS 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 I (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 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 7. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise 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. Product Control No.: 94 0914.01 1. The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 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 C. 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. 11 Raul Rodriguez SYSTEM LIMITATIONS (CONTINUED) 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 I1 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. Raul Rodriguez Product Control No.: 94 -0914.01 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 102 and PA 102(A) Testing Tile Proflle TILE APPLICATION • APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 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 25.30 26.90 34.90 . Table 2: Restoring Moments due to Gravity - Mg (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 - M, (ft-Ibf) from PA 101 Testing . Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile A, (fN) 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 installed in two manufactured holes located 1' / and 1 from the head of the tile. Raul Rodriguez Table 1: Aerodynamic Multiplier - X (ft') from PA 108 Testing Tile X (ft') A, (fN) 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 installed in two manufactured holes located 1' / and 1 from the head of the tile. Raul Rodriguez • A11f(ISA PROFILE DRAWING Clay (loot Tiles DOVE TAIL LOCKS ALTUSA 'S' TILE 10" Raul Rodriguez Product Control No.: 94 -0914A1 18" • / i WOADE , be considered after a new application has been filed and the supporting data Acceptance 1, test r ep of o o d than ten (10) yew, have been re- evaluated. daa, test r engineer registered in the State of All reports of re- testing shall bear the seat, signature and date of an eng' s Florida. e in the materials, use or manufacture of the product or process shall automatically 2. Any revision or Chang rior approval is granted for revisions or change. be cause for termination, unless p 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. is acceptance shall not be used as an endorsement of any product for sales or advertising purposes. Th P 4. County, by the receded by the words Dade Coun Florida, and followed Y S g If any portion of the Notice of Acceptance is e lse Notice date Acceptance displayed in advertising number p expiration date may be displa literature• displayed, then it shalt be done in its entirety. )scant b y required for permit applications, shall be provided to the applicant need the m at approval drawings, hid where req Acceptance. 'Ilse prints 6. the manufacturer or his distributors unless otherwise noted in the Notice of �P not be re- sealed by an engineer. 'to comply with the Standard Conditions shall be cause for termination of the Approval. 7. Failure al , -. i Raul Rodriguez Product Control Division Supervisor This approval supersedes all previous approvals. Last Approval Number 94- 0106.18 • METRO ME METRO-DADE FLAGLER COUNTY, BUILDING BUILDING CODE COMPLIANCE D S ENT METRO -DAVE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 331301503 • (305) 375-2901 FAX (305) 375.2908 .ISAACS ROOFING P.1 INSULATION, CORP. Job Address:g9 0 i3. P q 67- Contractor Process No. GENERAL: 123.01 - 168 9/94 Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: APPENDIX 'E' METRO -DADE UNWORM BUILDING PERMIT S .CTION 1T BUILT -UP APPLICA1 IONS AND MODIFIED BITUMEN SYSTEMS Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Type of Roof System Assembly to be Applied: Mob 1 G! e.1) 6141A41 cr Manufacturer of Roof System Assembly: c rS . edr) - f /vjuti Product Control Approval Number: (: 002 .6 System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation system is acceptable under the minimum roof category. ) IISAACS ROOFING Pt INSULATION CORP. � Job Address: ' 'i IJ e , 2 " Contractor Process No. ( Check* one of the following) Recover Re -roof: THE SYSTEM: Deck: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E9O7 test been carried out to confirm adhesion of the existing membrane to the substrate ?: of 'yes', attach ASTM E907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) Ply Sheet(s): ( Type and method of attachment ) New Construction bt o o .6 ,SLR -t. All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: ( )-La51x s e 66,s2 N N 62- moolY:n ic&ay (EL Built -Up Applications and Modified Bitumen System* Page -2 • •ISAACS ROOFING Pc INSULATION, CORP. • 5 Job Address: TIC' 0 ' e.. 2 Contractor Process No. Top Ply: (Type and method oj attachment ) Surfacing: ( Type, if applicable ) Flashing Materials: ( Type and method of attachment ) Sky a b H e 2e.i7 w/ . !girl /u„, bead Gv� A/A 24 e9-6-4<i‹ 4zed g ee- C (//7edA /ext-f/y lea) (gi'l'ese); Built -Up Applications and Modified Bitumen Systems Page-3 Job Address:%) AD .e. ContractoISAACS ROOFING PI INSULATION RP. 1 inches 1 inches 1 T inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Top Ply Fl(41V2Sf4 N 0 Bonding Material: " " " la L it' Piy eet( s): f U i Gjl1fts 1 L - 1 Bon ding M aterial: 4oC "-'f k 1ij Pa. "f. 11$j i''� " Fastener: 1 ( I �, 1 n 5i g nV. (Ifbam sheet mee& attached ^ &L l BassAhee : IVAS b Bonding Material: ((/base sheet bonded) Surfacing: ( (sopp ca y :e ) Fastener: (If top Insulation layer mech. attached) � �i Top Insulation Layer: A ^ / J/7 ((J applicable ) l Bonding Material: mutation . ation layer bonded ) Fastener. (1 /Insulation mech. attached) Insulation: Bonding Material: (((enn,lation bonded) Vapor Retarder. (lf apprcable) Primer (1 / applie e DECK: Type: Type: 0 OD,b Ply tC... Gage or Thickness: / t 4' Density. if concrete deck: )31A /014- Apia OLA / Built -Up Applications and Modified Bitumen Systems Page -4 Job Address: Ci/O l• • t. 2 •1c9\ACS ROOFING Pt I "'ri n nT inr \ ) ' ORP. Contractor Process No. PERIMETER DETAIL, #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: vv.", Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 • CORP. Job Address: 99 A.) • e. Q ZS� Contractor •I MACS ROOFING & INSULATION Process , No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: PERIMETER DETAIL #4: Gutter Detail Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: fr \ff\f Deck Type: Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: e, ZSt •ISAACS ROOFING & INSI!I-A� s nsII • Contractor Pro cess No. CARP PERIMETER DETAIL #5: 'Other' Detail PERIMETER DETAIL. #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page-7 Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. P DP" Sketch Roofing Components which make up Roof System Assembly at any'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. ISAACS ROOF! ^t!; P, INSUTAT(T, CORP. � Job Address: ! p C/O A) • P P. C Z z� S Contractor Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N/A") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: At Hurricane Oceanline?: Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL rs feet feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 ISAACS ROOFING Ft ImSULA1 N, CORP. 1 Job Address: ° '9,1) Z. £. 5 - 2 Sr Contractor Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Buil' Code. ( See ASCE 7 -88 Fact Sheet Attached ) Process No. BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 r- 2C •ISActor A CS ROOFING & INSU 1 Job Address:]�a /� • L'. �Z S ! Contra Roof System Assembly Product. Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: — FOR PLAN EXAMINER USE ONLY — Built -Up Applications and Modified Bitumen Systems Page -10 Y N S� ISAACS ROCF'��G Pt INSULAVON, CORP. Job Address: 9/0 ti) . Z Contractor Process No. Reviewed Field Test Data ?: Notes: Additional Notes: Y N Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner MET RO DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING GS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, TX 75038 PRODUCT NO.: APPROVED: 06/13/95 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 3T5-2902 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 372 -6339 Your application for Product Approval of GS Roofing Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United States Testing Company, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted. affecting this product or material. The expense of such testing will be incurred by the Manufacturer. ACCEPTANCE NO.: 95- 0502.04 (Revises No.: 94- 0531.041 Raul Rodriguez Product Control Division EXPIRES: 09/12/97 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be u d in Dade Co Florida under the condition set forth above. Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GS Roofing Products Company, Inc. (MB) 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category; Membrane Roofing System Sub- Category: Built -up Roofing Type Modified Bitumen Sub -Type: SBS /APP PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Product Control No.: 95- 0502.04 Approval Date: JUN 3 VA Expiration Date: 09/12/97 GS Roofing Products Company, Inc. manfuactures and markets nationally a complete line of residential and commercial BUR and modified bitumen products. GS Roofing Products Company, Inc. markets these products through local distribution in the South Florida jurisdiction. GS Roofing products and systems are the result of years of manufacturing experience and product development and have been proven by years of experience in the construction field. GS offers a variety of approved insulated and non- insulated roofing systems. For detailed system constructions, refer to the following publications: "Commercial Roof System Specification Manual" and "Flintlastic Roof System Catalog." GS products and systems have been tested in compliance with all provisions of the South Florida Building Code as well as Underwriters Laboratories, Inc., and Factory Mutual Research Corporation for fire and wind uplift resistance. GS provides technical service and warranty information through regional offices. For the South Florida Metro -Dade area, calf 1- 800 - 777 -2563. Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 (803) 744 -7451 2 Raul Rodriguez Product All Weather /Empire Base Sheet Flex- t- GlasTM Base Sheet Flex- I- GIasT "' FR Base Sheet Flintglas® Ply Sheet Type IV or VI Flintlastic STA Flintlastic GTA Flintlastic GTS Flintlastic GMS /GMS Premium Flintlastic FR/FR -P Premium TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED DV APPLICANT Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" x 108'; Roll weight: 90 lbs. (3 squares) 39'/ x 50'; Roll weight: 90 lbs. (1.5 squares) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 39 '4" x 33'; Roll weight: 90 lbs. (I square) 39 '/ r " x 33' 3 "; Roll weight: 105 lbs. (1 square) 39 '4" x 24'9 "; Roll weight: 92 lbs. ('h square) 39 '4" x 34' 2 "; Roll weight: 100/105 lbs. (1 square) 39 '4" x 34' 2 "; Roll weight: 105 lbs. (I square) . Test Specification ASTM D 2626 Asphalt coated, organic base sheet. UL Type 15 UL Type G2 Modified Bitumen, coated fiberglass base sheet. UL Type G2 ASTM D 2178 Type IV or VI UL Type GI ASTM D 5147 3 Product Control No.: 95- 0502.04 Product Description Modified Bitumen, coated fiberglass base sheet. Fiberglass, asphalt impregnated ply sheet. Smooth surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced, APP Modified Bitumen membrane with non -woven polyester mat reinforcement for toch application. ASTM D 5147 Granule surfaced. SBS Modified Bitumen membrane with non -woven polyester mat reinforcement for torch application. ASTM D 5147 Granule surfaced SBS Modified Bitumen membrane witlrnon -woven polyester mat reinforcement for mop application. ASTM D 5147 Fire resistant, granule surfaced SBS Modified Bitumen Membrane with non -woven polyester mat reinforcement for mop application. Raul Rodriguez 74) Product Flintlastic FR Cap Dimensions 39'/ x 34' 2 "; Roll weight: 90 lbs. (I square) GlasBaseT "' Base Sheet 36" x 108'; Roll weight: 69 lbs. (3 squares) Poly SMS Base Sheet 39'/ x 64' 4 "; Roll weight: 90 lbs. (2 squares) Yosemite Mineral 36" x 36'; Roll Surfaced Cap Sheet weight: 90 lbs. (1 square) Stormshield 36" x 75'; Roll weight 76 lbs. (2 squares) Test Specification ASTM D 5147 ASTM D 4601 UL Type G2 ASTM D 5147 ASTM D 249 UL Type 30 PA 103s 4 Product Control No.: 95- 0502.04 Product Description Fire resistant, granule surfaced SBS Modified Bitumen membrane with fiberglass mat reinforcement for mop applications. Asphalt coated, fiberglass base sheet. Modified Bitumen, coated polyester base sheet. Mineral Surfaced organic cap and buffer sheet. Slag surfaced SBS Modified Bitumen sheet with fiberglass reinforcement for peel and stick application. Raul Rodriguez Product Hy Therm Pyrox APOC 212 Sunbright 400 MBA ACFoam 11 Celcore Dimensions various various various Anchorbond Fastener Anchorbond LCW lightweight Concrete fasteners High Density various Fiberboard Dekfast Fasteners 1114 Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Specification PA 110 PA 110 PA 121 PA 121 ASTM 3019 Asphalt based cold applied Type 111 adhesive. PA 110 PA 110 PA 114 PA 114 PA 100 PA 114 5 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Aluminum root Roof coating Polyisocyanurate foam insulation Cellular insulating concrete system Insulation fastener and metal or plastic plate Base ply fastening systems for lightweight concrete decks Wood fiber insulation PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Ind. PA 114 Galvalume hex stress plate. Construction Fasteners Inc. Polypropylene locking plate. Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Apache Products Co. Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner Atlas Energy Products Celcore, Inc. Celotex Corp. Celotex Corp. Celotex Corp. Construction Fasteners Inc. Product Dekfast Fasteners 1115 Dekfast Fasteners #12 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tite Type 'A' Nail -Tite Type 'R' GA FTITE Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Test Dimensions Specification various PA 114 PA 114 PA 114 PA 110 PA 114 PA 114 PA 114 PA 114 PA 121 '1, 5, 55 ASTM D 3019 Fibered asphaltic general Gardner gallons Type III purpose lap and ply cement. ASTM D 312 Type 111 or IV hot asphalt generic bitumen adhesive • ASTM D 41 Asphalt Primer generic I -ligh Density Wood various PA 110 Wood fiber insulation generic Fiberboard board 6 Product Description Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Cellular insulating concrete system Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastener for lightweight concrete decks Galvanized steel base ply fastener for Lightweight concrete decks Base sheet fastening system. Asphalt emulsion Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizell Corp. ES Products, Inc. ES Products, Inc. ES Products, Inc. GAF Gardner Product Perlite Insulation various PA 110 Red Rosin Roofing Nails Tin Caps al MB aluminum roof coating Karnak 81 AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak Modified Bitumen type 111, ASTM adhesive for application of Adhesive (Brush D 3409 SBS modified bitumen Grade) systems. Karnak 81 AF 5, 55 gallons ASTM D 3019 Cold applied SBS modified Karnak Modified Bitumen type III, ASTM adhesive for application of Adhesive (Trowel D 3409• SBS modified bitumen Grade) systems. Karnak 97 AF Karnak 97 Monsey MBA Gold 1, 5, 55 Membrane Adhesive Prograde Fibered Aluminum E'NRG'Y -1 Dimensions Specification Description various Minimum # PA 114 12 Min. 32 ga. x V she„ gallons Test Product PA 121 PA 121 PA 121 ASTM D 3019 type III PA 121 E'NERG'Y PSI -25 various PA 110 various PA 110 7 Perlite insulation board Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Aluminum roof coating Roof coating Roof coating Fibrated, rubberized cement for bonding modified bitumen membranes. Fibrated aluminum roof coating. Polyisocyanurate foam insulation Polyisocyanurate Foam insulation Raul Rodriguez Product Control No.: 95- 0502.04 Manufacturer generic generic Grundy Industries Karnak Karnak Mousey Products Co. Monsey Products Co. NRG Barriers, Inc. NRG Barriers, Inc. Product E'NRG'Y-2 Plus various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y -2 various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation N.T.B. Magnum PA 114 Glass reinforced nylon Olympic fastener for use in gypsum Manufacturing and cementitious wood Group, Inc. fiber decks. N.T.B. Spin Weld Plate N.T.B. Plate PA 114 Olympic Fastener #12 Olympic Fastener #14 Olympic CR Base Felt Fastener and Base Sheet Disc Olympic Fastener Test Product Dimensions Specification Description Manufacturer 2" round PA 114 2" round amorphorus nylon Olympic locking plate for use with Manufacturing N.T.B. fasteners with 1" Group, Inc. head N.T.B. Plastic. Plate 3" round PA 114 3" round polypropylene Olympic stress plate for use with Manufacturing N.T.B. fasteners Croup, Inc. PA 114 Insulation fastener Olympic Manufacturing Group, Inc. PA 114 Insulation fastener Olympic Manufacturing Group, Inc. PA 114 Insulation fastener Olympic assembly for Base Sheet Manufacturing fastening only Group, Inc. PA 114 Insulation fastener Olympic Manufacturing Group, Inc. 8 Raul Rodriguez Product Control No.: 95- 0502.04 3" round galvalume AZ55 Olympic plate for use with N.T.B. Manufacturing fasteners Group, Inc. Product Olympic Polypropylene Test Product Dimensions Specification Description 3.25" round PA 114 Olympic Standard 3" round PA 114 Fiberglas Paroc Cap Board various PA 110 UltraGard Gold Rawl 2" Plate Rawl 3" Plate Rawlite Rawlite 3" Plate 11 2100 - Modified All Weather Flashing Cement Aluma -Brite No. 120 various PA 110 various PA 110 2" round PA 114 3" round PA 114 PA 114 3" round PA 114 1,5,55 gallons, also available in 10.5 ounce caulking tubes. PA 121 9 Polypropylene plastic plate 3" round galvalume AZ55 steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalume AZ55 membrane plate 3" round galvalume AZ55 steel plate Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55- steel plate for use with Rawlite fasteners ASTM D 3019 Rubberized all- weather (Type III) and flashing cement, trowel D 3409 grade, modified adhesive. Fibrated aluminum roof coating. Raul Rodriguez Product Control No.: 95- 0502.04 Manufactureic Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owens - Corning Fiberglas Corp. Partek, Inc. Schuller International Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Tropical Asphalt Products Corporation Tropical Asphalt Products Corp. Test Agency /Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Name Physical Properties Current Insulation Fastening Requirements Fire Classification Compliance ASTM D 5147 ASTM D 5147 Test Reports 10 Report 28013 FM RC 1994 RI190 97457 -4 97- 457 -2R Raul Rodriguez Product Control No.: 95- 0502.04 Date 06/02/87 01/01/94 07/13/87 06/03/88 12/02/87 Fibrous glass Per) ite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -60 psf Concrete -135 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -52 psf Poured Gypsum -52 psf Maximum Fire Classification Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A . Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. Raul Rodriguez Product Control No.: 95- 0502.04 Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Maximum Design Pressure: -57 psf. Product Control No.: 95- 0502.04 One or more plies of All Weather Empire base sheet, GS Glas Base, GS Flex -1 Glas Base, Flex -I Glas FR Base or GS Poly SMS base mechanically attached to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) See products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic Ply IV or Ply VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One ply of Flintlastic_ FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMSadhered to the base sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.; or Flintlastic GTS Torch adhered to the base sheet. Surfacing: (Optional) Install one of the following: 1. 400 lb. /sq. gravel or 300 Ib. /sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb. /sq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of I 'A gal. /sq.. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 37 Raul Rodriguez Product Control No.: 95- 0502.04 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be installed on plywood decks as an option. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. A red rosin sheet is required under system I I.A where that system is applied over a wood plank deck. 4. When All Weather Empire base sheet is installed, an interply of Ply IV or Ply VI must be installed pior to installation of membrane. 38 Raul Rodriguez General Limitations: Product Control No.: 95- 0502.04 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Note maximum design velocity pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the.South Florida Building Code. 6. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding, substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 1I. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 1 1 I of the South ridBu ing ode. 102 Raul Rodriguez 103 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored on end and on a clean, flat and dry surface. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 Ibf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than 90 Ibf.. 21. Fastener spacing for insulation attachment is based on a minimum withdrawal resistance value of 300 Ibf. as tested in compliance with PA 105. If the fastener value, as field tested, are below 300 Ibf. insulation ttac sha not he acceptable. Raul Rodriguez Product Control No.: 95- 0502.04 .: b NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida: 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. - 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not b.e re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 0531.04 Raul Rodriguez Product Control Division Supervisor • • • LG ENGINEERING SERVICES, INC. 7370 Rose Marywest 36 Street Suite 100 -C Miami, Florida 33166 Tel.: Project: Dear Sirs; (305) 994 -8128 (305) 842 -9014 Isaacs Roofing and Insulation Company 7300 Northwest 12 Avenue Miami, Florida 33147 TILE UPLIFT TEST Hoeber Residence 990 Northeast 92 Street Miami, Florida May 2, 1996. Information provided by client: Permit Number: 39168 Date Completion: March 6, 1996. Roofing Contractor: Isaacs Roofing and Insulation Company LG Engineering Services, Inc. Project Number: LG96 - 415 (Lab # 95- 0607.05) In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift test at the above referenced project. This testing was performed in general accordance with Protocol PA 106 -94 -- Field static uplift test for mortar or adhesive set tile systems and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 15 feet above ground surface. The type of tile used for this project was reported to be Elegente "S" Altusa Roof Tile (PCA # 95- 0523.01). This tile was reported to have been mudded in place. At the time of this testing, a total of forty -five (45) tests were conducted; ten (10) at the roof perimeter, ten (10) at the roof corner and twenty -five (25) at the roof field area. More than 5 % of the roof tile located in the field area and more than 10 % of the roof tile at the roof perimeter were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for you review. • • • LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. Leo Garbia, P.E. Project Manager 66- 96 TILE. UPLIFT TEST limber Residence 990 Northeast 92 Street Miami, Florida Test Number Test Load (lbf) Test Status 1C 35 Pass 2C 35 Pass 3C 35 Pass 4C 35 Pass 5C 35 Pass 6C 35 Pass 7C 35 Pass 8C 35 Pass 9C 35 Pass 10C 35 Pass 11P 35 Pass 12P 35 Pass 13P 35 Pass 14P 35 Pass 15P 35 Pass 16P 35 Pass 17P 35 Pass 18P 35 Pass 19P 35 Pass 20P 35 Pass 21F 35 Pass 22F 35 Pass 23F 35 Pass 24F 35 Pass Report of TILE UPLIFT TEST for Hoeber Residence 990 Northeast 92 Street Miami, Florida Permit Number: 39168 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Permit # 39168, Page 1 Test Number Test Load (Ibf) Test Status 25F 35 Pass 26F 35 Pass 27F 35 Pass 28F 35 Pass 29F 35 Pass 30F 35 Pass 31F 35 Pass 32F 35 Pass 33F 35 Pass 34F 35 Pass 35F 35 Pass 36F 35 Pass 37F 35 Pass 38F 35 Pass 39F 35 Pass 40F 35 Pass 41F 35 Pass 42F 35 Pass 43F 35 Pass 44F 35 Pass 45F 35 Pass Note:- C = Corner P = Perimeter F = Field area LG Engineering Services, Inc. Tile Uplift Test Result Permit # 39 age 2 4/ 86 12 27 20 / N / N / N 26 24 N / \ \ 11 N / \ \ N / \ 21 \ Y \ \ 29 \ \ \\ 9 \ \ \ \ \ 48 1 .1. / 9/ / N / N / / / N / 42 / N / N / N / / 18 / / 40 \ 93 / \ / ,9 \ v / / \ n 12111161151C415 shown are approximate, / NOM - " - " -- "Tt Engineering et Inc. — r Owner's Name and Address o >7 4 Name and address of licensed contractor BUILDING INSPECTION DEPARTMENT a MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Jones, B1d 0 ) Date No Street Registered Architect and /or Engineer oot y '2 Tile Conranr Inc 43 K. '•r. 79 S'i,o 9 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 99 .2 !` A �A.__ol n �'�: o � am i S �._ 1 . State work to be done and purpose of building (by floors) and for no other purpose. New Building Remodeling Addition v Repairs No. of Stories To be constructed of Kind of foundation Roof Covering_._I.I'ih'i .. '� _9 .'; Estimated Total cost of improvements $ 225 0 .00 Amount of Permit $ '!5 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. LA TG R.OQ%+'J G TILL' C O ITC 9 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 ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. 0p Permit No.. Disapproved (Signed) L \: Notary Public, State of Florida �� � �� � - �..� tor Mymission Expires Building Ins Date to me well known, i 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. Read, Sworn to and Subscribed before me.