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ROOFING
• v 4 Y MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name Ads /DO A/e Com g A ! Phone # For Inspector• Correction Re- Insp'n Fee 3M Name & Date aL N MIAMI SHORES VILLMAGE BUILDING DEPART 305- 795 -2204 Building Inspection Request Dat 62-, Time - Type Insp'n Permit No. Name Address Company Phone # For Inspector: 3 A Pr Correction Re -Insp' n Fee PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 � . // 3J PS' cl 7 06 Date Job Address / t'� 6 F . �7 Tax Folio Legal Description Historically Designated: Yes ) No Owner /Lessee/Tenet / o i a y ' I 14 Master Permit # , P L %'1(& /-0 Owner's Address / G O fo P) -C . / 2 14- MiW'ii JAteei Phone 305 7Sc �9U s �/ Contracting Co. @i`&4 y ■o©1tll11 t Jha&I Address cVp /7' J. 6 C/f` - ' :7:4 Qualifier Phone 3 572_ i-0// C L C" 51 151 Municipal # State # 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. Square Ft. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ,4 OOF WORK DESCRIPTION: 77/C 14 C (/4 7 J /7.)-/ / &4 JCf/l�i_ Sri rfi 94,00, 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 will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, 1 authorize the above named contractor to do the work stated. c• k A Signature of owner and/or Condo President Date ('\ dtkt Notary as to Owner,and/or . ndo President Li4 , i : Date i.� My Commission•Expires �tY .65� t ; (r 52002 FEES: PERMIT '/_, 0o RADON Competency # Ins. Co. , 4 F Estimated Cost Signature of Contractor or Owner Builder My Commissiop Ez,p}rps, _ • ' ' Notary as to prOwne uilder • "CC 7665 r9 5 2GC12 1 1►yl o 4_ Date C.C.F. / 4 / Lro NOTARY 0 ' BOND d 0 • TOTAL DUE 6 - cct , lf APPROVED: Zoning Building Mechanical Plumbing Structural Engineer Electrical R cask N CO :C ii3L^G (Law SZccc ? upL:c ectt) 0 (3SCZiit r:cc?12 S 7c) 2S !Zoo f Arm (Li) 3 19 SicC".•. C !ZL`OL �ia"�. (:i� ydq Iccal (.a { � ybo Ex—Err c.r gory (cc ASS"_-, 743): Pr-== 1 *'=:ca srrf (^" :48 sir ?): C 14oF \ 0' Ft. 3rOg CAT= GORY • 0 (Nz-O tee) D New Roof e- raonag Reawerhag CR -aair ?r f�i -+- r ROOF EIZEGIECE NT SY IX D ELLE.S Prz7r dam. _fl ilg OD M 1 -Pty GA ass v0ly L.- I P 7 5 G 1 aSS e cut F t ".DCedcs Yforr iad Jdhc:ft tune Job Id 1 L4,0 "oc "c /0 .3 goo's Fk.d: Pc;mcc: Comes: Pages -t „/ OL C pPer CA- O" L (3i=7 -tic lac) R 6 � �L 6' - 1r r \• D cic cy? 1/A, r 1 0Ob. _l IIadr�rsa DETAIL 3. • SLOPED SYSTEW DESCRIPTION' 1 do Tu — type & s.c:14: xoa r Cap ao Roof Ca e.:�g L;6,0 6" teio /a " 3 S • I h'd rz sit 441( ro Pay G ksl S ? -Iy$4 S "( Drip r �'•c etyper l oz ?FC� AT A. `EM REQURED 1) ram Derry 2) Dade Comity Coa_= Noac of A c...,..,`:c.- Coves - Shc a) Soc Syz De=#03. b) So .sic Sys L mi as c) T 3) 4) ct= Cotvpocc Accrnv is TIT,Z CAT_Ct T.ATIONS (Prr.. /: x h. U -may - .. c ) - K = : PCA: (P. x7, ( Mctcpt) —) - = 3rL PCA: (A.-- ody=lc ) - \Z.: = PCB.: APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. t 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) C 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Z 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. • ADDRESS /00 (f . 93j/ 5104 APPENDIX "F" PERMIT # 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. tc 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 6 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature Signature Date Contractor's Signature 1999 Roofing Materials and Systems Directory 144 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type Gi " GAFGLAS Ply 4" or "Ply 6" hot mopped m place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation fiber, any thickness, l h ot s mopped f or mechanically fastened perlite, in place. Joints offset 6 in. Base Sheet: One or more Layers of " GAFGLAS #75 Base Sheet ", hot mopped in place. Pty Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. mopped in Ply Sheet (Optional): One or more layers of Type G -1, hot mopp place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) Iodine: 1 17, Deck: NC Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, • urethane, perlite/isocyanurate composite or phenolic. . Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). Incline: 1/2 18. Deck: NC Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation isocyanurate, u rrethane , urethane, perlite/isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive 1/4 at 1 -1/2 gal/sq. 20. Deck: C -15/32 Insulation: Polyisoyanurate, any thickness. Base Sheet: " GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck: C -15/32 Incline: 1/2 . Insulation (Optional): Polyisoyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 CA" h>ca hats. hot mopped or mechanically fastened. .15. ROOF COVERING MATERIAL ROOFING SYSTEMS (TGFU) Ply Sheet: One or more plies of "Ruberoid mopped in place. • Membrane: One or more plies of "Ruberoid 23. Deck: C -15/32 Inc Insulation (Optional): Fiber glass or perli Base Sheet: One or more layers Type G2, • fastened. Ply Sheet: Two or more Layers Type Gl, fastened. Membrane: "Ruberoid 30" or "Ruberoid M mopped in place. Inch 24. Deck: NC Insulation (Optional): Polyisocyanurate, fiber, 2 in. max. 'Base Sheet: Type 15 asphalt organic felt, (modified bitumen), mechanically fastened asphalt. Membrane: "Ruberoid® Torch 1" (modified bi Surfacing: Karnak Chemical "Karnak No. 97 1 Roof Coating" or "Karnak No. 97 Asbestos Fn at 1 to 2 gal /sq. Indio 25. Deck: C-15/32 Insulation: Two layers glass fiber (staggered Base Sheet: Type G2, mechanically fastened asphalt. Membrane: "Ruberoid Torch 1" (modified L Surfacing: Karnak Chemical "Karnak No. 97 Roof Coating" at 1 to 2 gal /sq. Incur. 26. Deck: NC Membrane: "Ruberoid® Torch 1" (modified Surfacing: Karnak Chemical "Karnak No. 97 Roof Coating" at 1 to 2 gat /sq. Inclin 27. Deck: NC Insulation (Optional): Perlite, wood fiber mechanically fastened or adhered with hot Base Sheet: Type G2 or "Flex Base 60" (modi fastened or adhered with hot roofing asphalt` Membrane: "Ruberoid Torch 1 ", heat fused'' Surfacing: Monsey Products "Endure Aluminunti Check" or "Pro -Grade Aluminum Roof Coat , I 28. Deck: NC Insulation (Optional): Perlite, wood fiber, gl� urethane board, 2 in. max, mechanically fastd Base Sheet: Type G2 (modified bitumen) adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified b' Surfacing: Monsey Products "Dura- White " Roof Coating" or "Pro -Grade White Elas 29. Deck: NC Insulation (Optional): Polyisoyanurate, ore, wood fiber, any combination in any thickness adhered with hot roofing asphalt. ) med Base Sheet: Type G2 (modified bitumen Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating co cu ft of perlite, 7 lb of "TC -500 Masterba� h 9 17 gal of water spray applied to min 1/2 D ec: k C-15/32 Incline: - Insulation (Optional): Polyisoyanurate, ore any combination in any thickness, mechanicall Base sheet: Type G2 (modified bitumen) adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating cO` cu ft of perlite, 7 lb of "TC-500 MasterbaZ hn. 17 gal of water spray applied to min 1I cline: a 31. Deck: NC Insulation (Optional): Glass fiber, perlite, mechanically fastened or adhered with hot Base Sheet: Type G2, mechanically fastened o asphalt. bit "Ruberoid® Torch 1" haldi Emulbion Surfacing: Henry "No. 229 Asp Industries "No. 929 Aluminum Emulsion" a n1 re 12. Deck: NC _ rho, perlite. MM I�- PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation 1361 Alps Road Wayne NJ 07470 CONTRACTOR S \FORCEME \TSECTION (305) 375 -2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372.6339 GAF Ruberoid Modified Bitumen Roof Syste,,,s• For tl'ooi1 Deck. under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, jilt is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 Expires:11 /06/2003 THIS IS THE COVERSI•IEET, SEE ADDITIONAL PAGES FOR SI'ECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /06 /2000 Internet mail address: postmaster @buildingcodeonline.com .rancisco Quintana, R.A. Director I of 55 Miami -Dade County I3uilding Code Compliance Office III :EMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE. OFFICE METRO -DADE FLAGLER BUILDING 140 %VEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 =1563 (305) 375-2901 FAX (305) 375.2905 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305)375•:553 Raul Rodriguez Chief Product Control Division Homepage: http : / /www.buildingcodeonline.com GAF MATERIALS CORPORATION Membrane Type: SBS Deck Type 1: Wood. Non - Insulated, New Construction. Reroot I)ecic Description: /" or greater plywood or wood plank System Type A(3): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Ply Sheet: Membrane: Surfacing: GAFGLAS® #75 Base Sheet, GAFGLAS 1130 Ultima Base Sheet, GAFGLAS STRATAVENT® Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 12" on center, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of' the sheet. (Optional) One, two, or three plies GAFGLAS PLY 4® GAFGLAS FlexPlyr "G, or GAFGLAS® PLY 6® Ply or GAFGLAS FIexPIy 6 sheet adhered in a ti►II mopping of approved asphalt applied within the EVT range and at a rate 01 20-40 lbs. /sq.. One or more plies of RUBEROID , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD I,, fully adhered in an approved asphalt at an application rate of 25 lb./sq. = 15%. Or, • • r more plies of'RUBEROID MOP Smooth, RUBER RUBER• : ., 170 FR, RUBEROIDO RUBEROI DO 30 FR or in RUBERO� ID til itumen Adhesive at an tional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membra - nstall one of the following: 1. Gravel or slag applies 00 lb./ . and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 2. GAFGLAS Miners I Surfaced Cap Sheet in an .: P .roved asphalt at an application rate ate of 25 lb./sq. + 15 %. Maximum Design Pressure: -45 psf (See General Limitation #7) • Maximum Fire Classification: See General Limitation # 1. Maximum Slope: Sec General Limitation #1. Specification No.: 21 of 55 Acceptance No: 00- 1)331.0S anule, us Granule, RUBEROIDO 30. FR or RUBEROID UltraCIadTM SBS • rate of 1 -2 gal. /sq. Frank Zuloaga, RRC Roofing Product Control Examiner c:u MATERIALS coRPORATIO, WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with PIy. 4(.1D Flex Ply" 6 and Ply 61:: %%lien used as a mechanicall% fastened base or anchor sheet. 2. % Type X �gypsunt board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: Fire classification is not part of this acceptance, refer to a current Approved Rooting Materials Directory for lire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance %vith Product Control Approval guidelines. All other layers shall be adhered in a I1111 mopping or approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /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 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: 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 Ibl., as tested in compliance with TAS 105. If the fastener value, as field-tested, is below 275 Ibf:, 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 the 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 or Architect may be submitted. Said revised fastener spacing utilize withdrawal resistance value taken froth Miami -Dade Protocol TAS 105 and calculations tli i compliance with Miami -Dade Rooting Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 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 Miami -Dade County Roofing Application Standard TAS I 1 1 and the wind Toad requirements of Chapter 23 ofthe South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. lield,.perimetcrs, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). limitation is specifically referred within this NOA, General Linti applicable.) 54 ot'55 Acceptance No: 00 - 0331.0s Frank Zuloaga, RRC Rooting Product Control Examiner • GA IF MAT ERIA Ls CORD OR. TION NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been liled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted. is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE 55 of 55 Accept;uice o: 00-033 ms Frank Zuloaga, RRC Rooting Product Control Examiner mIAM13 PRODUCT CONTROL NOTICE OF ACCEPTANCE Atmar (USA), Inc. 6645 NW 77 Ave. Mllami FL 33166 Your application for Product Approval of; Mist: "SN T!!E! --+-. under apter ref il;e Code of Miami-Dade County governing the use of Alternate Materials and Types e Construction, and completely described herein, hes been recommended for acceptance by the Miami-Dade County Building Code Compliance Office (BCCO)• under the conditions specified herein.. - This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure th product or rna:erial at anytime from a jobsite or manufactu_er's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such produc: or material immediately. BCCO reserves the right to revoke this approval, if it is - determined BCCO that this product or material fails to meet the requirements of the South Florida ?:ui din; Code The expense.of such testing will be incurred by the manufacturer. Acceptance r o.:99- 11'03.04 (Revises No.: 97- 0918.02) , r /f r , � F.Xpires:12 /.T 6/300_ Rau! Rodriguez f' Chief Product Control Division THIS IS THE COVERSHEET,'SEE ADDIT[ONAL'FAGCS FOR SPECIFIC 4ND GENERAL CONDITIONS -- BUILDINC CODE & PRODUCT REVIEW COM M TTEE MIAMI -DADS COUNTY, FLORIDA " 1 i, ;:lii . ir''04. ii B .►M ETRO- DADE,Ft�,G1,g$ t!l"yDINC ' LER 3 C 1 ‘,,l . V i 1 Lb �tE , , EST CL T ET. . SL�Te 160: `f,A�. FLCRIDA•33130-156; ow) :•1901 FAX (305; 375•29ut This application for Product Approval has been reviewed by the BCCO end approved by the Building Cad: and Product Review Committee to be used in Dade County. Florida under the conditions set forth _above. App revcd: 12/16/1999. 1 of 8 10'd L99tI65SOC 01 2 ;12 9C8 S0C CONTRACTOR LLCENS1NC sEC , 00)2/5.252a FAX (303; 373.- °stz CONTRACTOR ENFORCEMENT SECTIO (305) 375•.966 PAX (30S) 3 C'r PRODtJ CONTROL DtvIS os (705) 375.2902 FAX ;30S) 3'2.6339 /2) 1C:5: t3 f. Quintana, ..A. Director Miami-Dade Count Building Code Co:not anec Ofr. A7ddrls opauelle 8d 2S:80 2002 r Nei A LMAR (USA), INC. 1. SCOPE This revises a roofing system using Almar 'One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with. RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Trim Pieces T36 Felt X43 Coated Base Sheet ACCEPTANCE No. : 99- 1102.04 APPROVED :December 16, 1999 EXPIRES • :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Category: Prepared Roof mg Sub Category; High Profile Tile 2. PRODUCT DESCRIPTION Manufactured by Annlicunt One Piece `S' Tile 2.1 Product Components or products manufactured by others Dimensions =i3IA" w = 1 0 " %" thick Nominal 1= varies = varies varying thickness Dimer,s[ons N/A N/A 227'd LS9II6SSeE 01 2SI2 9EB S0C Test SOecificntions PA 112 PA 112 Test Specifications High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roof pieces or use at hips, rakes, ridges and valley terminations. • Manufactured for each the profile. Product Description Product Description ASTM D 226 Saturated organic felt to type 1I be used as a nailed anchor sheet. ASTivi D 2626 Saturated and coated organic base sheet tor single or double ply underlavm ► M :t n u f,; c t u rc r generic Frank Zaloaga. RAC Roofer. Product Control Examiner A.lddfS opaHae e d C : B© 2002 P I Ndf Mineral Surface Cap Sheet Rainproof [I Ice and Water Shield Wood Bacens Tile Nai's Tile Screws ALMVfAR (USA), INC. ACCEPTANCE No. :29-11 , p 02. � Product Roof Tile Mortar ( "TileTiteT`t") NOTICE OF ACCEPT4NC ST CONDIT vertical min. I" x 4" horizontal min. I "x 4" for use with vertical battens or min. 1" x 2" for use alone Min. I0d x;" 08 x 2'A" long 0.335" head dia. 0.131" Shark dia. 0.175" sccrew thread diameter D +mensignA, NIA N/A 30 "x75'roll 36 "x75'roll Of 60" x 75' roll 36" x 75' roll Cl'd 2.991I6SSOC 01 2S12 9C8 SOC Tes t S ecificarions ASTM D 249 PA 104 PA 114 Appendix E PA 114 Appendix E PA !23 APPROVED EMPIRES Product Description Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment with 2" self - adhering top edge. PA 103 Self - adhering underlayment for use as a top ply ina two ply underlayment system with Approved 030 or 043 as the base layer. Wood Preservers Salt pressure treated or institute LP - 2 decay resistant (umber • battens Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coated. square drive. galvanized. coarse Thread wood screw Pre-;ared mortar mix designed for mortar set roof cite applications. :December 16, 1999 :December 16, 2002 mr.n� uf_ .acturer generic Protect -O -Wrap, Inc. with current NGA W.R. Grace Co. with current NOA generic gersrc nenvic Berm ud t P.eof Company. Inc. (with current NCA) Fra & !uloaga. RRC Soortne Product Control F.x .1m;ner Alddi1S O'Dad88 dd CS : 8O 2002 PI Pi r ALMAR (USA), INC. ACCEPTANCE No. :19 APPROVED :December 16, 1999 EXPIRE$ :December 16, 2002 NOTTCE OF ACCEPTANC,,,,E: STANDARD CONDITIONS Tile -Bond Product Roof Tile Adhesive ( "PolyproID •AE160 ") 3, LIMITATIONS t'0'd L99i16SS0C 01 2g12 9C8 S0C Test Product Dirnensipns, Snecifications Descrint:on Quickcrete Roof N1P PA 123 Tile Mortar N/A Factory premixed canisters Manufacturer Prepared mortar mix Quickrete Mortar designed for mortar sec • (with current roof dle applications. NOA) See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. Sec ?CA Single component • polyurethane foam roof tile adhesive Polyfoar Products, Inc, (with current NOA) Flexible Products (wi :h current 'EGA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Labora:ary to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted cc the Building Code Compliance Office for review. 3,4 Minimum underlaynments shall be in compliance with the appiicabie Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped under!ayttlent applications may be insulted pe.pendicu14r to the roof slope unless stated otherwise by the underiayment material manufacturers published literature. 3.6 This acceptances for wood deck applications. Minimum deck rec errtents shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.! Aln:ar 'One Piece S' Clay Roof Tile d ' components snail a�n its comYCne � all be installed :n strict • compliance Mi2.rri Dade Co.rr.ty Roofing Application Standard a S 1 13 119, and RAS 120. ' • Frank Zulosgt, RAC Roorng Froauct Control Ex:.tnine- A1ddllS 0D.Th S dd P9 0 2002 01 NW [1 ALMAR (USA), INC. ACCEPTANCE No.:2_94.1,02,_.04 APPROVED :December 16, 1999 EXPIRES ;December 16, 2002 NOTICE OF ACCEPTA 4 E: STANDARD CON!)iTJOtNS 4.2 Data Fcr Attachment Calculations Table 1: Aerodynarnic Multi tiers - ti (ft ) Tile I (n') }, (ft,) Profile Batten Application I Direct Deck Application j One Piece 'S' The 0.253 C.274 Table 2: Restoring Moments due to Gravity - M (ft -lbf Ti le 3 ": 4 ":12" 5 ":'l2" 6" :12" 7' :12" or Profile or less l - 1 greater One Pioce.'S' I Batters Direct ' Battens Direct Battens ` Direc' Softens Direct I Battens I Direc; Tile { I Deck I I Deck Deck I Ceck I Dedc 4.47 I 5.35 4.40 : 827 1 4.31 5.18 4M I 4,08 4.897 Table 3: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Nall-On Systems Tile Fastener. Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) One Piece 'S' 2 -10d Ring Shank Nails l 28.6 ' Tile i -10d Smooth or Screw' 6.1 41.2 19.4 6.9 2.8 , . Shank Nail 2 -10d Smooth or Screw, 55,9 9.2 7.3 Shank Nails 2 -10d Ring Shank Nails' 33.1 1 .ice Screw 28.7 1 25.7 2 .T8 Screw7 58.2 j 58.2 26.9 1 -10d Smooth or Screw 23.1 23.1 14.0 Shank Nail (Field Clip) .1 -10d Smooth or Screw 29.3 I 29,3 24 0 Shank Nail ;Save Clio) 2.10d Smooth or Screw 27.5 27.5 39.5 Shank Nails (Field CUP) I 2 -10d Smooth or Screw i 8.1 29.1 41.8 Shank Nails (Eva Clip) 45. 4..3 Irs:allation with a 4 tile headiec and las;er.ers are Ioca:eC a rrin. of 2f t•on hi; of tile. SW d L99 : t 6;.50C 01 2g12 9C8 S'OC Pram: Zuloa;a. RAC Rooriirr Product Control Exami ::r ,liddflS O'?'Jti2lE NA t'S : i30 2002 t i ALM rt (LISA), INC. ACCEPTANCE No. : 9 -i 02.0! APPROVED :December 16, 1999 EXPIRES • :December 16, 2002 NOTICE OFACCEPTANCE. aR O CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M, (f •!bf) for Two Patty Adhesive Set Systems Tile Profile l One Piece 'S' 1 Adhesive i Tile 2 See manufactures com orient a eroval for installation requirements. j 3 Flexible Products Company rleaond Average weight per petty 10.7 grams. Folyfoare Product. !ne. Average weight Der pall e g rams. Tile Profile One Piece •S' Tile M Table 4A: Attachment Resistance Expressed as a Moment - , (ft-Ibf) for Single Patty Adhesive Set Systems Tile Application L Poiyf PolyPro TM TM _� Polyfoam Pol PrO Lard Gaddy placement of 63grams of PofyProm. Medium caddy placement of 24grams of PolyPro "'. Tile Profile one Piece 'S' Tile , 90'd L99;I65S0c 01 2g12 8C8 S� Tile Application Minimum Attachment Resistance 29.3' Tile Application Mortar Set' I Minimu Table 4B: Attachment Resistance Expressed as a Moment - M,(ft-Ibf) for Mortar Set Systems esfstanc , 66.5' Attachment Resistance 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the rna.r ufacturer's nave •or lobo, or following statement: "Mia.rni -Dade County Product Con :rol Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the 6.1.1 This Notice of Acceptance. 6 . 1 . 2 Any other dccuments required by the Build :n:1 Ofrcia! or the South Flo rida 3uild :ng Code (SPBC) in order to properly evaluate the installation of this system. 38 cement Frank Zuloags, RRC Roofin¢ Product C ontr. & Cr^'ni .l7ddflS ODUNdS NA 2' = :60 �Cj02 t71 NNI 1 ALIYIAR (USA), INC. ACCEPTANCE No. : _2102..:1 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 N TI , OF ACCE TAKE S N COriD .PROPILZ DRAWINGS 10q 2" L0'd L90tI6SS0C 01 2SI2 SEG S0C ONE iECE 'S' CLAY ROOF TILE Fink Zuioaga. FRC Roofing Product Ccn :rol Examiner AlddnE o30 g NA SS : 80 E002 vi N 3t AL MAR (USA), LNC. 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submit ed documents, including test - supporting data, engineering dccuments, are r.o older than eight (S) years. Any and all approved products shall be permanently labeled with the manufacturer's ;ranee, airy, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: e. There has been a change in the South Florida Building Code affecting the evalaaticn of this product and :he product is not in compliance with the code changes. b. The producris no Longer the same product (identical) as the one originally approved. c, If the Acceptance holder has not complied with all the requirements of this acceptance, ' including the correct installation of the product. d, The engineer who orieinally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. r 1. ACCEPTANCE No.: 93.11 02.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 N OTICE OF AC�'EPT4NCE• STANDARD CONDITIQNS 4. Any revision or change in the materials. use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior wrirten approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade Coutjy, Florida, and followed by the expiration date may be displayed in advertising literature. IF any portion, of the Notice of Acceptance is displayed, :hen it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it appiies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection a: the job site at all time. The engineer need not reseal the copies. 3. Failure to comply with any section or this Acceptance shall be cause for termination r..nc reraov sl of Acceptance. 9. This Notice ofp cceptancc consists of pages 1 through 7 and this last page 8. 80'd 2.99!IBSSOC 01 2S12 9C8 S8C END OF TIM ACCEPTANC Fran Zv!caga, RRC kooting Product Control Examiner .'llddllS 0:MUNt3 add 9G:80 2002 h t NN1' '1(Ih SYSTEM :LT May.18. 1990 12: 1AM IN!ERCLAY Hirt TILE FLAP! INS AT WALL tw HIP AND DIODE TILS . 1-A$ INO N\. TILE IN!L Ct!(AMICS 1 ur s+i 8AILE.RAKE FLASHING AT WALL TECHNICAL DATA MUD /NAIL METAL CMANNaL r RAtrgtiO II Welghc per Tile (Nominal) ,,, . ............. _._..____..,,.,�r lbs. P ieces par Square (Nominal) ... _ ............._ ..._....,..., /100 Overall Size (Nominal) ..._.__ _. .......... 18 112 x 10 1/2 Exposed Site Max. (Nominal) _ ........... t/2 x 16 1/2 Tile Thldcneu (Nominal) . 112 " Fl rinj Temperature », »..,,,,...... _ , ....,.»... •»._._ ...... »1000 ° F B raking Strength ... »....,.,»,.,.... ...... _ eel ,. ■•._._... Avg. 1,000 Water Absorptio Freezing Test . ..................,.,...._No idle orsckltti after 50 gdaa 60'd L99iI6S50C 01 2S12 9C8 50C N�1in,s: I4 Mein (detect and NO.JiO'J r. 1, dtetell roe valley manhunt 18" width with 6" imp pants. Nall Si secure In phte, es code neatrlree. 1. Install pralermad open vs* mhgrr da 10" 1410th with minimum 2112" NOff reinter IAd tnkimum 1"metel edge Halite lap p 1 ndrenum 0^. Secret plate as tole Muhl 1. Damara, aide, Wevleys and ether mace waif Brace Pasting: etas extend upward at least 1" std be cc notetely aountuvalathsd, ;song awn eiterto under the Ile a minimum of 5" with a 1" tram up at wigs. 0, Where *OW root surf= rielfta the Mee Of vertical wall Wane at d rmars. cNmmeya end other walb tltw MINN shoe axtsr d up the fadng will a MAIM of 4" anti «sand downward aver the tap of the lea a minimum of 5'. The vertical well Waco dial bp completely counter flashed 1 Gave drip metal Mad be rafted or ruled along end directly on top of Meeting, faltwned A" 0 c. and 1/2" In from top flange. Lap ail JoInta a minimum of 3". & ,tom tisu!c f J! TA; A. For mono on appecatIon. mark har guidelines at 18 i(2 ", which wW provide a 2" nominal WOO. 1. For n4111 apPlitatiom mark hori,onttal gUldeunee at 157 which will prodide a 1o01l1 2 s(2" Nadlao. F. Mark ell vertical guidelines at 9". I A Sat drat course at 181/2" trem tna eave, TT% wl II provide a 2 overhang at the raw. E At the cave line, clay, richer ndber or metal bird matte housed to boost v prat row of tAe Note: In high rend and hurricane areas, additional fosterers may oe rued car the Dave atones Corot Loam Building Codes far F. For monarch aettlnge, each the shall be vetoer a full trowel M mortar olaced &teeth order the phojaotlen of me left flat side of the tlte. Preto tile down'Irr,iy erg eV mortar SO flu "Dove Tae Lacks' ler proper bond. 1. For alleles 4/12 and above, nali ease course with one nal in addition to mortar. Appel plaitic cement to seal all nail penetrations. t. For pitches 9/12 up to am including 7112, asst a ey teed rho in every fifth L ors. m 01160 to htbRif. Apply plastic ammetto seal aA rall pendulums. 1. For pitcher above 7(12, nail every ilia In addition to mortar. 0. For naik0m I'wtalteriecns, Install tee with nails of ancient rength to penetrate ire dock by 1/4 ". For pltehee above 6(12, ell oleo dial be errand wit' MnQm m of two mile. SW all nail OMtetretbla with plastic cement IL At 66' Wive grade Of nat..all the must be atlaohst with a minimum of two..nads In both a nail -/9 or minter get Instaaetbr. I. 1•asten and cement all gable rakes al the horizontal guidelines: J. Where tile overlaps flashing, Ills muse be etxlrn a wit memo sire edheehre a mantas( In place. K 7lie moat Cut mooch and avant to maintain the proper *Mtn In the epen valley. Width In the open valleys may vary according 10 local contdr.Iona. It Is racarnmended that the mlMMsrn width or addend metal tie 4 ". L wltwre fled 1111 meta th1 hip *lam the should be Malone the hip board,. The jdnt betwewn the tut Isla and the No nailer shell be sealed neatly with plastic edam N. Al rip and ridge lids shell be ant in a bed of mortar and fastened with a 21.x2" t10.111 then mummended stmt the mortar be petrrdt to a den+ wrtace. CHICK WITH LOCAL CODE AUTHORITIES .klddfl5 opatis rid 95:80 COST 171 iJt1f May.13. l9?6 12:0'AM INTERCLA'; 1NTL CERAMICS !. Mitwiitii {topics snap be Orem S' as merwretttaed by Mrsta OM ltirt40 S.A. (ALTUSIOler Akaar(USA), re. 10 112" tong by 101/" Aida iw1,t.ny. 1 Under trace shaA be (specify one) .1. Clay sire Wars \—,/ 2. RAN sew down 3, Maar fling with weep holt 1. Muni daunt L *he Dbetc cement • Navy body clmpopd of asphalt and other ednarale, eon - tormin; to ASTM 02522 and Federal Spec. $8C -153 type 1 A Comma Mortar I. Comma a. Voided Camardstedor die 10 ASTM C-g, type M Pbl!and 0ernent- a,lorrtang to A517 x150 type 1 c. Slurry Cement- eonformltp t0 ASTM C-91 type M 2 $and-ccrdorming to ASTM C-144 tnalbrInk gripet clean and ho hen organic materials. 2. Mine- contarning to ASTM C•370 type M (select on) IF COMM 2,07 + — E-1 -A 1. Combination of sent 2.07 E -1 -0 4, Mortar flaw 110 + — 5% conforming to ASTM C -230 Flow Table. 2. Disking; Solid decking shill be of proper thic100e6 0U'2" minimum plywood sathing) t0 be sdructaralb adegadteend properly fouened to srppart t,10 andctDated loads. Doldng material end Installation of It shirt comply with all Iota! Building Cade Requirements. ledea1iyE10 t: New Instal underlaym rat on wet, WW1 or Icy a.Mat:et Sweep loot bolus • broom dean. Cores act eloped Ws under tits with tho beet eaa lity *het Impregnated cooing tell weighing not ban than 43* per mete toot. Realty WINS Uidflyiiuta COMA begs' BWlding Codes for Compliant) MaDMt larilbtl.a: A. Min,'mwm 4/12 end greater. Lay ona layer of thy 90* bee sheet with a sealea minimum 4• headlap and 6' side lap and nominal 3' tile headlap. All elfe nail penetrations to be seated with plI4tic cement. llo rVR-Oa {asttIleneaer 1. Reties 2 112!12 and wester (rarer to bolding xdea tot minimum). Lay one layer tat 30* felt. neUta In piece with do tags as code magma Lay with minimum 2" hoodtap. Apply S0* ' Wooed rooting flit to be wildly napped to the 300 fell aivldt hot aephah. Lay with minimum 2" headlap and e" aide I1p. Back not SO* felt with caD or Mn WOO 12" o e. 4. helping Spurs; Noll -On IaetWienals A AA nab aimed be 1W9a headed nal* 2 penny, cortoaron tasluaan, long enpagh to penetrate through the a sathIng by 3/4 ". tapper, etobtleee Meet or rot tepid gelyenlled nails are to be eon ldrsd to mdsrtd the life of IM root. All nab penetrating Ifeguph the watertight sod sltogld be s id:raobd with militia: sealant corrply1tg to ASTM two IL Nell lenglh may wary, . depenano on the thickness cd plywood and exposed dinng duaitate where Add swore is onstirsed. R. for stay roof llpplicatpne abpae 7/12. additional faotetaen may b0 retM1k14 L,. the tie eyann, rpihbdas, wInd -bake per non/attars epeelflpttlansi (canon local buldwp mates). DIN. TAIL LOCK. ALTUS* s' 1I2L0 TILE • NA IL I„IYEADAL MIL UI.IYEPSAL rILs 111.0 TILE \NAILEFS NAIlaati GABLE TO Ma SECTION FELT rig. i uu r • FE LT *Alp i Ilea TILF _ NCI: Y.DRTArI ¶ILE RIP ANO A :Del SECTIOA ►eu AVM 5' FOR 7;12 SLOPE ANI NIGHER MORTAR NI IL / JN N aL Tat WOCZ NI Li. 01 ' d L99 I t 6 ;S0C 01 2g12 9C8 S0C A 00qt:18g 'd Ls : s0 2u3 h 1 Ntlt NOTICE OF COMMENCEMENT 44 WEST FLAGER ST. 8 FL • • • • 14TAINA•FLORIDA 33130 LTH • • M 4 L yd *A CI SHIER'S CHECK • • • g&MOWSWE•Y b ER' &'ASBLF- ADDRESSED • STAMPED ENVELOPE tMIT # HURS - HOURS-.VON 9AM -4PM �j .. • O • • PJIONE (305)275 -1155 'C FOLIO # 04- / 7�0.� O�/r ���� • PRESS 16 FOR RECORDER • • • • • • PRESS #t FOR DOCUMENTS 'TE OF FLORIDA: THEN PRESS #0 FOR OPERATOR .JNTY OF DADE: 3 UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with pter 713. Florida Statutes, the following information is provided in this Notice. 41) �� (' ` .egal description of property and street address: LOT / BLK � SUB. /L / �7 �[c ' f S .66 P Address - /01 p. c. i ? r Description of improvement: ,q0 t7 Owner (s) name and address: Fe 6 Interest in property: Name and address c fee simple titleholde CENTRAL LOAN ADMIN & RPTG PO BOX 986 :ontractor's name anc NEWARK NJ 07184 -059 y m un bb X111 � :. 07 D:�._.._ Surety: (Payment bond required by owner from contractor, if any) A blion "$'" t. Name and Address: Lender's name and address: Persons within the State of Florida designated by Owner upon whom nold Section 713.13(1)(a)7., Florida Statutes. � / Name and Address: rl G Ij f ft ()IN / 1�g N Y En addition to himself, owner desigi ates the following person(s) to receive a copy of the Lienor's Notice as provided m Section 713.13(1)(b), Florida Statutes. Name and Address: 14 Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date s s c'[(ied) signature of Owner >worn to and subscribed before me this c)> day of ADDRESS: ��o ^tG 7 l \Iota ry Public _ 1 hD 4 su: 4y Commission Expires: , �*�r'ue & . ` a S raq 'lc, r t .D. VALERtt L. KI 1 CHENS MYCOM t ON#CC766519 EXPre& Iw9cROp3 1 - 3O9J- NOTARY Fla. Notary Services & Bondim Co. • • • •' • • • • • • • • • • • • DADE COUNTY • • • • • • . •RECORDER OFFICE lH�h:�Y, - _nitr , -, tio,1 1_.1.._._.. •`' IV /.; A .71y hap t): ■ 1ARVEY r,uJ;ra, Prepared by: 1 (0 ' Q 9 1,1ILb« LOU D.C. erved as provided b CO Os N. 0 C 0 • Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/24/2002 Applicant: FRANK Owner: ERRA Contractor BRADY ROOFING & SHEET METALAtIId'ress: 8490 NW 64 ST Local Phone: Cellular: Parcel # 1132050170230 Job Address: 1006 NE 97 ST Fees: FEE2002 -424 FEE2002 -425 FEE2002 -426 Permit Status: Approved Work: Tile roof replacement, flat roof replacement If there is no permit pa fee is $50.00, which must This Permit is granted to the cr ordinances pertaining thereto anc and approved by the proper muni authorization. A further condition- ordinances and regulations pertai by his agents, servants or emplo■ ° Signed: In consideration of the issuanc. with the plans, drawings, statemc myself, my agent, servants or en Signed: Description Building Fee CCF Buildier's Bond Total Fees: Permit Expiration: DELIVERED FOR PAYMENT ON THE FOLLOWING ACCOUNTS Building Permit Permit Number: BP2002 -139 ERRA FRANK Legal Description: 5 -6 53 42 PB 43 -51 REV PL MIAMI SHORES SEC 8 LOT 11 Amount $345.00 $14.40 $300.00 $659.40 7/22/2002 Construction Value: $23,200.00 Look for: blue background on the front of this check. and the imageSafe© logo on back. If not present, do not cash. PAY TO THE ORDER OF ACH RIT 063100277 BRADY ROOFING & SHEETMETAL, INC. 4060 8490 N.W. 64TH ST. 305 - 592 -0011 63 FL MIAMI, FL 33166 -2690 S ; I �vrNQre Bank ofAmerica� 11 ':06 3 L00 2 ??': 00 20 L 30u L 29 Page 1 of 1 Total Fees: $659.40 Total Receipts: $0.00 DATE BLK 181 )12f o, ss1 1$ 59Ci0 4- _ DOLLARS Miami cfhores�illage F L O R 1 D A PLANNING BOARD AGENDA OF S 1 **IVNCVy 13, \ 1'3 ITEM NO. X/ Name of Owner /Applicant WM. �, GRX 444 4.- Phone No. .//P1-1/551 Address of Property, and /or Legal Description 10011 Nt. 11 G`1' Nature of Request APPnsime Orr PtAEt1Sc 'P&t, 'Pt 4'i R Ar t mori Present Zoning R-745 Area of Present Building J9 \'' ski Area with Proposed Addition 3313 gyp► 1 ADtio . 404 Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Setbacks Provided Variances /Exceptions /Zoning Change rrwrr GIVE- embryo-1S `Co prtvOTAD Roof- % titt)t Ru\IItkie 8d oLD A R©O1,- (t1 1.z ) vwgY Ncrt, MIS '1 1 ,60/0 = ion .0 A144VIM" PR.OPOSIZ - lit 10 Council Action Required 40 Date of Applicant Notification Planning Board Action Council Action %, .aiqw Director of Building and Zoning Disapproved sass _..__.___ Da - .- (Signed) = B ilding Inspector 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. Owner's Name and Address_.. Mr. Clarence W. Hilton Registered Architect and /or Engineer MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT No, .10 0 6_...._... Street...N E 97 St . Name and address of licensed contractor Andrews, . E. Improy.,,Co, _4300 E . 11 Ave . Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1006 N. E. 97 St. valley. west air State work to be done and purpose of building (by floors) Repair X Remove necessary _..__.._.._..Y tile, repair felts and replace tile. and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation . Roof Covering ...t.lie ......................_..— Estimated Total cost of improvements $ 175.00-400.00 Amount of Permit $.12 • 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 Andrews. roof. Improv. Co. 4300 E. 11 Ave. Hialeah, F1 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 f all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be pos + for spectio on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only ch sus a ntra rs, on wok to s - :. form :. under this pertnit, as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No ("; . Date � / 1-< Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member sass.. _..- -. -• - -. _ ...._....._ 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 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. //3 b V? MIAMI SHORES VILLAGE 7775 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 4,. /L tyj.c- L- /1 / 4 -i Application is hereby wade for the npproyal of the detailed statement 01 me plans and specifications herewith submitted for t e bu • / 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 i3rrilding 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 progreu of the work. (--)/ '� Date. ^ .L r ,19/._.1 Owner's Name and Address L C // 9171 ��n ��� L No.�DD6 _ . Street _. . 41.... Registered Architect and /or Engineer SI" ,t,•• -t..• 1111,t7,..t•t,ttt,t,t',11,1 .. Name and address of licensed contactor —. — „ „ . „... ..,... Location and legal description of lot to be built on: Lot Block Subdivision M t, Street and Number where work is to be done / DD l° n F. L `-mil • State work to be done and purpose of building (by floors) ' ' rfw)-- zo?7 ..,„ New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation _ Roof Covering Estimated Total cost of improvements $..•rt.. - 4.1 : "D.. : 0 Amount of Permit s Zone cubage required _Plan Cubage Distance to next nearest building. Size of Building Lot Maximum live load to be borne by cach floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida \Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup dement, anti has complied with the�novisions thereof, and will require similar compliance from all contra tors or sub - contractors employe by him in the work to be per:orme under this permit; and will post or cause to be posted for inspectoo .e site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr yctr on • to ed under this pcnnit, as are licensed by Miami Shores Village. Remarks... (Signed) and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. = Ss. Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap- peared Notary Public, State of Florida 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.. t) 19/4:6 Read, Sworn to and Subscribed before me. Disapproved .... _....>��..�._..�. Dat rt (Signed) a, uw, nn Building Inspector My Commiuion Expires PLANNING BOARD DATE Cirair:nan Member _ Member hi ember Member .. .. _ .....__....._..._.— ...._.._._.. Member --- - -_... Council Approved Date Disapproved Date NOTE: A charge of 31.00 will be made for making corrections or changes to this application after approval has hecn obtained from the I'I.umio Board. A re- in,pcc•tion Ice of 31.00 will be charged when such re- Inspection is made necessary by improper notice for inspevtirm or faulty materials anti /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for t approval of the detailed statement or me plans and specifications herewith submitted for the build • int; 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 progreu of the work. Date......_... Plcutch. 7 --�} Owner's Name and Address _. No...._ .. ......... N ........ Street-- . ' Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved (Signed) Chairman MA. Lot Block Street and Number where work is to be done State work to be doe and slurp() of luilding (by floors) /too 4.119, ut a eon. Estimated Total cost of improvements $ 1 Building Inspector iteenwell Obenowt Roo Date 2 J - J4 PLANNING BOARD Member Member .. .. _....._..._. ....._....... Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re-inspection fce of 31.00 will be charged materials anti /or workmanship. C o. / 357 N. ).) ttt•• 1 ••1fH•11. tanu_ vision.. 97 s. 9n4iall4 L'C� bu�1 avip tvt pvet and for no other purpose. Ncw Building x Remodeling Addition Repairs No. of St9ries To be constructed of find of foundation oof Covering 52 20.00 Amount of Permit $. Zone cubage required Plan Cubage Size of Building Lot Distance to next nearest building 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 perinit 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 - contractor almployed 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 ths„wo such public notice or notices as are required by the Act. The undersigned agrees to employ only h subcon ctors, on workjbe , rformed under this pcnnit, as are licensed by Miami Shores Village. •• Remarks (Signed) 42.".ezei (i.L 2V i 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 � sst.ate ed d j are true. Permit No.._.. - , r" Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Member Member Member Disapproved DATE or changes to this application after approval 8 97th to me well known, Date has been obtained fmtn when such re- inspection is made necessary by improper notice for inspection or faulty APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Manch 18 Owner's Name and Address Mt. g MAA. Gneenwvil ._ N 1006 .... Street 1 E. 97 St/i.ee,t Registered Architect and /or Engineer Name and address of licensed contractor C. E, SHEFPgR,.2 .. R...... N..,....ZN ..,.,.._ ..1.111....... _..Q......Q.e.,...M- .......L.:.._J 3127 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Ruidence = Renaab 43.43 4quane4 with .. 4Q2 ., _. cam .. red .. gat amen .. �• and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering...R.C.d..gilt...C2Slea...teite. Estimated Total cost of improvements $ 8 Amount of Permit 5` 15 Zone cubage required plan Cubage Distance to next ne.irest building. Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under pennit, as are licensed by Miami Shores Village. Remarks (Signe STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared C. E. Sheppand __.�. __._..._.. -•- - and who, being by me first duly sworn, upon oath deposes and says that he is the. .Roo ...iv alt. of the above described construction, that he has carefully read the foregoing application, a"nd th at he di sign the same, and that all facts therein by him stated true. t e. Permit No. _____. D_.l.2�� ` 'rQ___.._... Date_.' - 11 "9 Read, Sworn to a d Subscribed before me. on 3/18/ 80 Disapproved %- Date._.. : .._... _. ,�s Public, State of Florida ' r + (Signed) l Pu ',j of (l Large Building Inspector y ta ommrss,ro tate E ( 4 s. ia .. at y cmrott sgrll 3; PLANNING BOARD Banded By mtss Amrican Fir xp D Company Chairman Member Member Member Member ...... _....__..__... _ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning hoard. A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection of faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date.. 1006 N.F. 97 Sfiii.ee,_ hkanu. Shane to me well known, 1 1 1 1 1 c.1•V•I•1 E•N•GI•N•E•E•R 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 Brady's Roofing & Sheet Metal, Inc 8490 Northwest 64 Street Miami, Florida MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -220 Building Inspection Request Dat nD7--67 Time Type Insp'n Permit No. Name Address Company Phone # For Inspector: A proved Re- Insp'n Fee LG ENGINEERING SERVICES, INC. Consulting Engineers EST treet 1 by Miami: 2002 -139 :arch 08, 2002 Brady's Roofing & Sheet Metal, Inc. 'vices, Inca Project Number: LG02 - 0491 Certificate #00- 0224.07) March 12, 2002 ization, a representative of LG Engineering Services, at the above referenced project. This testing was Dfing Application Standard RAS No.106 -- Standard londing of mortar or adhesive set tile system and s roof systems. is less than 5000 square feet, and the mean height of surface. The type of tile used for this project was was reported to have been foamed in place. corner, one test for every 100 square feet of roof tile Ty 200 square feet of roof tile in the field area were 'as examine for loose tile. More than 10% of the roof 20% of the roof tile at the roof perimeter and corner the installation of the roof tile at the above referenced a the above mentioned protocol : Attached please find 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. TI! F,_UPLIFT TEST Erra Residence 1006 Northeast 97 Street Miami, Florida harnad Sonny Salleh, P.E. Project Manager Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Erra Residence 1006 Northeast 97 Street Miami, Florida Project Number: LG02 -0491 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02 -0491, Page 1 Test Number Test Load (lbf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02 -0491, Page 2 Test Number Test Load (lbf) Test Status 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02 -0491, Page 3 Test Number Test Load (lbf) Test Status 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02 -0491, Page 4 — North 77- 1.0 4 '` 1.) 0 s' 53 v." 3 l'e v, Z v 71 Cs_ t% ,AS 61 LAI 6 9 0 4 'j �-1 ( 1 9 t Approximate Test Locations LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG02 -0491, Page 5