Loading...
574 NE 96 St (4)STATE OF FLORIDA COUNTY OF DADE. Permit No. Disapproved (Signed) }SS. PP a CATS N FOR BUILDING PERMIT MHAMH SHORES VILLAGE NIDLI I[NG dNSPECT1ON DEPARTMENT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida. all or dinances 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 d�� �'n V�/2". Registered Architect and or Engineer A/A Name and address of licensed contractor "- -' f' 4 • 4v 14wez 200 E/ ' �� Q'/0 Location and lepa) description of lot to be built on: Lot `� _ Y_ � f' r _ Block "'" I Subdivision 7 Street and Number where work is to be done � _ 9( °_ 1 C 4.1/ £ . r /2' 5 .? / and for no other purpose State work to be done and purpose of building (by floors). state exterior colors (submit samples) Building__ _ —__ Remodeling_ Addition Repairs No. of Stories To be constructed of — _ - __ —__ _ Kind of foundation Roof Covering2_!r Estimated Total cost of improvements S 2/0° ©© Zone cubage required _ __— Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to __ _. Date / /W Amount of Permit S Read. Sworn to and Subscribed before me. PLANNING BOARD DATE Date rc'y / 19 No. -- j Street (72g' / / // sc .1 / ht Plan Cubage Size of Building Lot The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof. and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public. State of Florida Building Inspector My Commission Expires Chairman Member Member Member Member Member Council Approved _Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 525.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Area of Present Building 'bb Area with Proposed Addition Parking Spaces Provided Variances /Exceptions /Zoning Change Council Action Required sa Date of Applicant Notification Planning Board Action Council Action aiami =1hores F L O R ID A ^_ PLANNING BOARD AGENDA OF Q/ 1 ®gyp \901 ITEM NO. Name of Owner/Applicant RO ? 1P \ Q% Phone No. l ° Address of Property, and /or Legal Description %P 14. oft ST Nature of Request PtPPRVffit. ® CA4 09.- vw' R®®r- AtobiN Present Zoning Ro " 45 Clo Parking Spaces Required with Addition II fl Setbacks as per Code 4O 1 Setbacks Provided 0 7.6 t Ott . 4 ®. 05 -41 "10M Vn,pto R11A gofk Director of Building and Zoning Name and address of licensed contractor Disapproved (Signed) M AM1 SHOP ES V LL APLCAT �^ UILDlNO INSPECTION Pate._- - .._...� Building nspcctor N =3 ( 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 pregress of the work. r Owner's Name and Address ...... ...__. Strett y �•..�... �o... �.Y� <�lr_ .p .... r.t'.c ? � •fd�A > - ' .� ._. NO .............. ». t »�• Registered Architect and /or Engineer , - ..,...t , .-.- . - .R... "Va..tr._ ... 0 '12A ...: Q ?• 41 . ... : r �iF.fL- 4p..... = a 3 °... 53 ..1.lb.;_,C?2' Location and legal description of lot to be built on: Lot Block Subdivision ,/ : ev Street and Number where work is to be done State work to be done and purpose of building (by floors) and for no othee purpa. New Building Remodeling Addition Repairs No. of Stories ..........t,:;, ,..._ To be constructed of Kind of foundation Ilieaf Covering •------- - C(&' - ' 7 5%:!; .:n Estimated Total cost of improvements $ Amount of Permit a 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 EP taTl IENT ME r P? 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 ear+ .a :ors, o; work to be performed under this permit, as are licensed by Miami Shores Village. - Remarks (Signed)...._ •.- ) Subscribed b`.foeo e n- y Chairman Member Member Member Member .. ... — .._._....__...__ _ Member .. --- Council Approved Date Disapproved NOTE: A charge of $1.00 will be made for makinj corrections or changes to this application after approval the Planning Board. A re- inspection fee of $1.00 will be charged when Bush re-inspection is =do nese: ary by improzser raise materials and /or workmanship. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and tie 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 applica on, and that he did sign the cane, and that all facts therein by him stated are true. � L i ,.. ° , c ' r Read, Sw Permit No .r. v:.. )' ` ._ Date " i � l r Notary Public, State of Florida a14f 4 , Fri ��pp R0111111A AT LA181 My o • rfti 'APIL ....... q ®E® 4F1kU VENVIAA INSUtAk+CF !►dt R vt PLANNING BOAR DATE Date has ben ob2aineli from f07 irnspeatiare (fir faulty State work to be done and purpose of building (by floors) Member . ._ Council Approved . Disapproved i - . -- -- _ - _ Date (Signed) Buil.' g Inspector MOAMI SHORES VILLAGE I N G [INSPECTION DEPARTMENT L U ` OMNI nip BUIEL EH S 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. Date 0r°0 Name and Address..... 56 5 . _.._... .. Li No NE Elegistcacd Architect and /or Engineer....... `I l Norte and address of licensed contractor.... ..... 7 its...}._ pfa s -�,, ° ` .......... Location and legal description of lot to be built on: Lot._ Block is/ Subdivisi�...... Street and Number where work is to be done S 7 `/ 6 7 _, q s i ._ e New Building . Remodeling Addition Repairs_.__._°_.____. _._ No. of Sfories..... l . ._ t \. To be constructed of Kind of foundation Roof Covering_ _... Estimated Total cost of improvements 3 0 0 ' ° f7 __Amount of Permit $ c� 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 The undersigned applicant for this building permit does hereby certify that he under lands and acce• .ligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5968, Comp' • : eral Law Florida, 'ermanent Supplement, and has complied with the provisions thereof, and will require similar compliance fr'• all ntracto . or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted '.r insp tion o. - site of the ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such ubcon ctors on pet ed under this permit, as are licensed by Miami Shores Village. PL ` •1ING BOARD_. _. . illl and for no other purpose. (Signed) _ Chairman Member Member -_ -. __ -- _ -- _ Member t DATE 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- 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 4 bye Permit No.__.___ _ _____ � __ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires__ 1970 0 Member . _ _ . Date Disapproved _ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has F-^- obtained from the Planning Board. A re- inspection fee of 81.00 will be charged when such re- inspection is made necessary by improper not, e icr in: n or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement or tie 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 No.._ .. ..._.. Street —Lie .2. Q. Registered Architect and /or qq g D °ov: ° ' bn inter. '.r r • "ft ,e■ •,n mrxxxew!•mnn,ex..x Name and address of licensed contractor C.W.t?E . _. . . 16.Ai e Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done S? (0 State work to be done and purpose of building (by fl Ncw Building To be constructed of Remodeling Addition L/— Repairs; Kind of foundation Estimate Total cost of improvements $... r Q • C2 -L ) - Disapproved (Signed) Date Subdivision .— _... .._._... _ 3r Dora).... . ..._ .® i _.._........and for no other purpose. No. of Stories R f .Covering 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 unricrsicrcd applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida ‘Vorknien's Compensation Act. being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied ssitlh the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hips in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the w such public notice or notices as are required by the Act. The undersigned agrees to employ only such s ctors, on work to ormed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. i 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 r ad the foregoing application, and that he did sign the same, and that all fads therein by him stated are true.. _ Permit No.. l �' :._._ Date l� ) �` !% .-._.___ Read, Sworn to and Subscribed before me. • Notary Public, State of Florida My Commission Expires _ ._._ Building Inspector –•-•••-••-•------•--------- PLANNING BOARD DATE Chairman Member — Mcrrrber hi ember 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 fce of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials anti /or workmanship. _._.....to me well known, Date Owner's Address Architect/Engineer Bonding Company Mortgagor t•.) I A. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 5 NV::: Tax Folio r t4 Legal Description L :3 t. 6 L r lat.tf; J plop' s'- , 9 - , Owner/Lessee Tenant .--- 614 P..J 16 5r Contracting Co. F-tsi C. Qualifier State # 6c, `) r 1■14 N% Municipal # Phone Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION — e-e61....._-k-tu.A e COS. 5111,e — 4 43 IL, Ls e e , i4 L8 sq t.:0 1 4:1- 56 Cc* 4Le.e 1 L4 v-yeiz.) u.X 0 kti.4 1( 5ec,...,..1 3 IA 5 E.Jk 466 e, 4c.. stimated Cost (value) W (44 4‘13"-e6t4 s C*f WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above-named i actor to do work stated. FEES: PERMIT er and/or Condo President L Notary as to Owner and/or Condo Presi My Commission Expires: OFFICIAL NOTARY SEAL MARK DIAZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC.857108 MY COMMSSION EXP. LY V RADON ‘) Date I 6 0 C.C.F. / - NOTARY APPROVED: Zoning Building IA Mechanical Plumbing Historically Designated: Yes Master Permit # Phone Address Z-4 2-Le 5 . fs4 77 A a Competency # (O1d Ins. Co. co. Address Address Notary as to Contractor or Owner-Builder My Commission Expires: OFFICIAL NOTARY SEAL MARK DIAZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC857108 MY COMMISSION EXP. JULY 72,2003 Electrical 7 c No AVING FENCE SIGN BOND 3o ate TOTAL DUE Engineering PERMIT NUMBER: STATE OF FLORIDA COUNTY OF DADS THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information in provided in this Notice of Commencement. Legal description of property and street address: Description of improvement: Name and address of fee simple titleholder. NI A Contractor's name and address: ∎e,,n ex t - NOTICE OF COMMENCEMENT C 33118 Owner(s) name and address: • • }QN A _ ,, A Aa t „Q Interest in property: 6-i4 t■1E It <7 I • Surety: (Payment bond required by owner from contractor, if any) Name and address: /4114 Amount of bond: S Lender's name and address: 1--)101 Persons within the state of Florida provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 1\114 Print Owner's Name: Sworn to and ubscribed before me on this c day of ✓ Person lly Known, or _ REV 1/97 i SIGNATURE OF OWNER Produced ID Oath taken, ✓ Oath not taken 0082 2.549'0 2000 MAY 10 13 :12 TAX FOLIO NUMBER: 5 Kia 9L. designed by Owner upon t;Yi�Y C35 r- 'LORIDA, CUUHrV 05- aA 1 N :r.y r c,t_triF I ih.t ll,z a true copy of o. qlr _I Nod in this o /hco on �� day :2 , AD 20 Q=D_ V: ' riy hanre and c,bcial Seal. H;‘1-31/. Y RIi \IIPJ. CLERK, of Circuit and County Cm by SL4ers E'I . 33 t3R R. 3307,0 s or other documents may be served as In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, Name and address: tJ l� Expiration date of this Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified) OFFICIAL NOT •r " SF.AL MARK DIAZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. Car MY COMMBSION EXP. jI Prepared by: Address: 7,42 6, Co 0.4 /� (" "4 >r l' 3'O 2 Notary Public: Print Notary's Name: Commission Expiration Page 11 of 12 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFENG 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 she 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. 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) ",,1 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. ' 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. c . 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. 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. - 7-P/ Owster 's /Agent's Signature Signature Date 62 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued 8. Deck: NC Incline: 1 Insulation (Optional): See note above. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: Celotex Corp. "Celopal 2" (modified bitumen), heat fused or hot mopped to base sheet. Surfacing: at MB AF Aluminum Roof Coating ", at 1 -2 gal /sq. 9. Deck: NC Incline: 1/2 Insulation: (Optional) See Note Above. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: Bitec "APS -4T ", "APM- 4.5T ", "APM -4T ", "SPM 4.5T ", "SPM 3.5H" or "SPS -3H ", heat fused or hot mopped in place. Surfacing: "at MB AF Aluminum Coating", applied at 1 -2 gal /sq. 10. Deck: NC Incline: 1/2 Insulation (Optional): See Note Above. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: Nord Bitumi "Nord Poly NP -4B & 5B ", "Nord 200 ", EM4000 ", heat fused or hot mopped in placed. Surfacing: "al MB AF Aluminum Roof Coating ", at 1 -2 gal /sq., No. "20F AF" at 3 gat /sq or "Aluminum Emulsion ", at 1 -1/2 gal /sq. 11. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, glass fiber, wood fiber, isocyanurate, urethane or composite, any thickness. Base Sheet: Type 61, Type G2 or Type G3. Membrane: Firestone "APP -160, 170 or 180 ", (modified bitumen), heat fused. Surfacing: "al MB AF Aluminum Roof Coating ", at 1 -2 gal /sq. or "No. 20 F -AF", at 3 gal /sq. 12. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type 61, Type G2 or Type G3. Membrane: One or more layers GAF Corp. "Ruberoid MB Plus Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Plus Membrane Granule Surfaced Torch Applied ", "Ruberoid MB Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Membrane Granule Surfaced Torch Applied ". Surfacing (Optional): "20 F Emulsion ", at 3 gal /sq. 13. Deck: NC Incline: 1/4 Insulation (Optional): Glass fiber, Atlas Energy Products' "AC Foam" or wood fiber, 1 -1/2 in. max, mechanically fastened or adhered with hot roofing asphalt or any cold application adhesive Classified under Roof Deck Construction Materials. Base Sheet (Optional): Owens- Corning Fiberglas "Perma Ply ", "Base Ply" or Type 15 asphalt organic felt, mechanically fastened or adhered with hot roofing asphalt. Membrane: Performance Roof Systems, Inc. "Derbigum" (modified bitumen), heat fused. Surfacing: "20F AF Asphalt Emulsion ", at 2 gal /sq, or "al MB AF Aluminum Roof Coating ", at 1 -1/2 gal /sq. The surface is allowed to weather for 30 -60 days before emulsion application. 14. Deck: NC Incline: 1/2 Insulation: (Optional). See note above. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: Performance Roof Systems, Inc. "Permax A- Economy ", "Permax A- Special ", "Permax A- Special Mineral ", "Permax A -Xtra" or "Permax A -Xtra Mineral ", heat fused. Surfacing: "al MB AF Aluminum Roof Coating ", at 1 -2 gat /sq. Class C - Fully Adhered 1. Deck: 15/32 Incline: 2 Base Sheet: One or more layers of Type G2 or Type G3. Pty Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers GAF Corp. "Ruberoid MB Plus Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Plus Membrane Granule Surfaced Torch Applied ", "Ruberoid MB Plus Membrane Granule Surfaced Mop Applied ", "Ruberoid MB Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Membrane Granule Surfaced Torch Applied ", "Ruberoid MB Membrane Granule Surfaced Mop Applied ", "Ruberoid MB Membrane Smooth Surfaced Mop Applied ". Surfacing: "20F -AF" or "20 NF", at 3 gal /sq. 2. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber or wood fiber, any thickness. Base Sheet (Optional): One or more layers of Type 61, Type G2 or Tye G3. Membrane: One or more layers GAF Corp. "Ruberoid MB Plus Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Plus Membrane Granule Surfaced Torch Applied "r "Ruberoid MB Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Membrane Granule Surfaced Torch Applied ". Surfacing (Optional): "20F AF Emulsion" or "20 NF Emulsion ", at 3 3. D al s eck: 15/32 Incline: 1 Insulation: One of more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane LOOK FOR MARK ON PRODUCT 4Li ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued composite, wood fiber /isocyanurate composite, phenolic, 6.5 in. maximum. Base Sheet: One or more layers of Type G2 or Type G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers GAF Corp. "Ruberoid MB Plus Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Plus Membrane Granule Surfaced Torch Applied ", "Ruberoid MB Plus Membrane Granule Surfaced Mop Applied ", "Ruberoid MB Membrane Smooth Surfaced Torch Applied ", "Ruberoid MB Membrane Granule Surfaced Torch Applied ", "Ruberoid MB Membrane Granule Surfaced Mop Applied ", "Ruberoid MB Membrane Smooth Surfaced Mop Applied ". Surfacing: "20F -AF Emulsion" or "20 NF ", at 3 gal /sq. GS ROOFING PRODUCTS CO INC SUITE 900 5525 MACARTHUR BLVD, IRVING TX 75038 R11656 (N) ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT GS Roofing Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions indicated below. GS Roofing Type 61 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex- I -Glas, Premium Flex- I -Glas or Flex- I -Glas FR Base Sheet is a suitable alternate for the G -2 glass base and the Type 15 All - Weather /Empire base sheet. Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Black Diamond base sheet is limited to noncombustible decks and combustible decks requiring insulation. Two plies Type G1 may be utilized in place of one ply Type G2. EPS insulation followed by 1/2 in. cover board may be utilized in any of the following systems. The "YOSEMITE" may be used in any of the following noncombustible roof systems. Class A 1. Deck: NC • Incline: 3 Base Sheet: Type G2 Glasbase. Ply Sheet: Type 61 Flintglas or Type G2 Glasbase. Surfacing: Gravel or slag. 2. Deck: C- 15/16' Incline: 1/2 'All joints blocked. _ _ Base Sheet: Two layers'of Type G -2 "Glasbase" base sheet or Type G -1 "Flintglas Ply Sheet". z Surfacing: Type G3 "Flintglas Mineral Surfaced ". 3. Deck: NC Incline: 3 Base Sheet: Two layers Type 15 All Weather /Empire. Surfacing: Gravel or slag. 4. Deck: NC Incline: 3 Insulation: "Ultragard Premier" or polyisocyanurate, mechanically fastened or hot mopped, any thickness. Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt' glass hot mopped. Surfacing: Gravel. 5. Deck: C 15/32 Incline: 3 Insulation: "Ultragard Premier", polyisocyanurate 1 in. min., mechanically fastened or hot mopped. Base Sheet: Three plies Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roofing asphalt. Surfacing: Gravel. 6. Deck: C -15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor z retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber ors°. wood fiber, any thickness. Base Sheet: Type G2 "Glasbase" base sheet. c) Ply Sheets: Two to three layers of Type 61 "Flintglas" ply sheet or Type;„ G -2 "Glasbase" base sheet. Surfacing: Gravel or slag. 7. Deck: C -15/32 Incline: 3 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor` retarder. Insulation (Optional): One or more layers or combination _of the following: "Ultragard Premier, polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: Three or four layers of Type 61 "Flintglas" ply sheet. Surfacing:,Gravel or slag. 8.:„ * Deck: .t 5/32�^as = g+e r .., _, Incline: _Vapor�•Retarder (Optional): 62: "Glasbase "_• or UL Classified vapor . ret 1. 2 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued • Insulation (Optional): -.One • :morel layers, or :combination xof, the 4foUowiri Ultragardc remiel" • pblyisocyanurate,ierlite glass :66er.or :fiber ... iz F. Base: Sheet -.One'layer :T peyG2 ;Glasbase "<base' sheet, ~ fit ;Cap h 6..Orie layer:of rgp�e'G s cap sheet.' �� tai"` Class B C Deck: C 15/32 Incline: 1/2 • Base Sheet Two layers of Type 15 All Weather /Empire. Surfacing: Type G3 "Flintglas Mineral Surfaced ". Deck: C -15/32 Incline: 3/4 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional: One or more layers or combination •of the following: "Ultragard Premier, polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: One layer of Type GI "Flintglas" ply sheet. Cap Sheet: One layer of Type G3 "Flintglas" cap sheet. Class C :1. Deck: C 15/32 Incline: 1 Base Sheet: Type G2 Glasbase. Ply Sheet: Two layers Type G1 "Flintglas ". Surfacing: Hot roofing asphalt, 20 lb /sq. Deck: C -15/32 Incline: 1 Base Sheet: Type G2 "Glasbase ". Ply Sheet: Two Layers Type Gi "Flintglas" or Type G2 "Glasbase ". Surfacing: Hot roofing asphalt, 20 lbs /sq. 3. Deck: NC Incline: 3 Base Sheet: Type G2 "Glasbase ". Cap Sheet: Type G3 "Flintglas Mineral Surfaced ". COAL TAR PITCH FELT SYSTEMS WITH HOT ROOFING COAL TAR PITCH Class A 1. Deck: C 15/32 Incline: 3 Insulation: "Ultragard Premier", polyisocyanurate, 1 min. mechanically fastened or hot mopped. Ply Sheet: Four to five plies coal tar saturated organic felt or three plies of Type G -1 °Flintglas" ply sheet hot mopped with coal tar pitch or coal tar bitumen. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 1/2 Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber or wood fiber. Membrane: Three or four layers of Type G1 "Flintglas" ply sheet. Surfacing: Gravel or slag. COLD APPLICATION SYSTEMS Base sheets are mechanically fastened to combustible decks. Base, ply and cap sheets are set in Fibrex Cement at 1 -1/2 gal /sq. to noncombustible decks and between plies. Any one of the following Reflective Top Coatings may be applied to the systems indicate below in the quantities, per square listed for each coating. a.) "Sta -Koot" Aluminum nonfibered -1 gat /sq b.) "Sta -Kool" Aluminum fibered -1 -1/2 gal /sq c.)APOC "No. 212 Fibered Aluminum " -1 -1/2 gal/sq Class A 1. Deck: NC Incline: 2 Protective Coating: "Monoform Compound" 10 gal /sq. with 3.3 lbs. glass fiber or 8 gal /sq with 2.6 lbs. glass fiber. "Monoform Compound" and glass fiber are sprayed simultaneously from a special "Monoform" gun. 2. Deck: C -15/32 Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" glass base or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet or Type G3 "Flintglas Mineral Surface" cap sheet inverted. Ply Sheets: Three layers of Type G1 "Flintglas" ply sheet or Type G2 "Glasbase" base sheet. Protective Coating: Min. 3 gal /sq of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. Maximum slope reduced to 1/2 in. in 12 in. when nonfibered aluminum coating is utilized. 3. Deck: NC Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the LOOK FOR MARK ON PRODUCT. ROOF COVERING MATERIALS (TEVT) 163 ROOFING SYSTEMS (TGFU) Continued following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet or Type G3 "Flintglas Mineral Surface" cap sheet inverted. Ply Sheets: Three layers of Type G1 "Flintglas" ply sheet or Type G2 "Glasbase" base Sheet. Protective Coating: Min. 3 gal/sq "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. ' (Maximum slope reduced to 1/2 in. in 12 in. when nonfibered aluminum coating is utilized.) 4. Deck: C -15/32 Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: Two layers of Type Gi "Flintglas" ply sheet or Type G2 "Glasbase" base sheet. Protective Coating: Min. 9 gat/sq of Monoform Compound and 3 lbs. of Monoform glass fiber reinforcement sq. Surfacing: Any "Reflective Top Coating" as listed above. 5. Deck: NC Incline: 2 Protective Coating: "Monoform Compound" 10 gal /sq. with 3.3 lbs. glass fiber or 8 gal /sq with 2.6 lbs. glass fiber. "Monoform Compound" and glass fiber are sprayed simultaneously from a special "Monoform" gun. 6. Deck: NC Incline: 2 Protective Coating: "Monoform Compound" 10 gal /sq. with 3.3 lbs. glass fiber or 8 gat/sq with 2.6 lbs. glass fiber. "Monoform Compound" and glass fiber are sprayed simultaneously from a special "Monoform" gun. Surfacing: Any "Reflective Top Coating" as listed above. Class B 1. Deck: C -15/32 Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: One or Two layers of Type G1 "Flintglas" ply sheet. Cap Sheet: One layer of Type G3 "Flintglas Mineral Surface" cap sheet. 2. Deck: NC Incline: 1 -1/2 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: Two layers of Type 61 "Flintglas" ply sheet or Type G2 "Glasbase" base sheet. • Protective Coating: Min. 3 gat/sq of "Static Asphalt Fibrated ". 3. Deck: C -15/32 Incline: 1 Vapor Retarder (Optional): Type G2 "Glasbase" base sheet or UL Classified vapor retarder. Insulation (Optional): One or more layers or combination of the following: "Ultragard Premier", polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet: One layer of Type G2 "Glasbase" base sheet. Ply Sheets: Two layers of Type 61 "Flintglas" ply sheet or Type G2 "Glasbase" base sheet. Protective Coating: Min. 9 gal /sq of "Monoform Compound" and 3 tbs /sq of "Monoform" glass fiber reinforcement. Surfacing: Any "Reflective Top Coating" as listed above. COMBINATION HOT AND COLD SYSTEMS Any one of the following Reflective top Coatings may be applied to the systems indicate below in the quantities, per square listed for each coating. a.) "Sta -Kool" Aluminum nonfibered -1 gal /sq b. "Sta -Kool "Aluminum fibered -1.1/2 gal /sq c. APOC "No. 212 Fibered Aluminum " -1 -1/2 gal /sq Class A 1. Deck: C- 15/32' Incline: 1 °All joints blocked with 2 x 4's. Base Sheet: One layer Type G2 "Glasbase" base sheet. Ply Sheet: Two layers of Type 61 "Flintglas" ply sheet, or Type .62 "Glasbase" base sheet. Protective Coating: 6 gals. per 100 sq /ft. of "Static Asphalt Fibrated ". Surfacing: Any "Reflective Top Coating" as listed above. 2. Deck: C 15 Incline: 1 • Vapor Retarder • (Optional): Type. G2 "Glasbase" base sheet or UL Classified vapor retarder. - Insulation (Optional): One -or more layers or combination of the Contractor's Name: 10 vti 1 ( (o ` ,,. Job Address: ROOF CATEGORY V a,ow Slope Application) ❑ (Nail -On Tile) R<Mertar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof E Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Z 34- Sloped Roof Area (ft 3A..6 Total (ft 4086 Master Permit No. Exposure category (per ASCE 7 -88): C. Building Classification category (per ASCE 7 -88 table 1): lQ � VI ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Ft. A Ft. v A v Deck type: ��qa T , I A- D./‘ k4■)< l Fastener Type: Q(4 tb Field: 7 dc. ATTACHMENT SPACING /I Perimeter: 9 0 C, Corner: 5 3 c0 9'0_ 440 DETAIL 1 & 2 fv� v. 1( if r r T C1 t$i, r L , ,, -F't4T i f ROOF PLAN 3 1 7t 123.01 -78 4/99 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Page -1 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? N ib MEALY HEIGHT (5 t Deck type: Ctol SLOPED SYSTEM DESCRIPTION 4.1 e s ce (,.{ n FIb ®7 t V1�ttJ GCt }t-JC ;41t ' _ w^o1) Underlayntent: 36 I6.Lt.c.c. & 1511.. 1 , I r( Fastener type & spacing: 12" ROOF SLOPE D E T A I L 3 A-P 507 W \ 1Y $ A4 lv4ic /" q GA I' /Z 1 0 e. Lam` 3 /4 'xis ha:l Drip edge: \ Fa tO G.1141 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 46.ecmiA. < si d wt 1 ,'4 (,/ NA (Pmaxl: .(X a (Aerodynamic Multiplier): •3‘ ) — M — 7.la =M 7.(� PCA: (.o(p•5 TILE CALCULATIONS (Pmax2: r((A.S X a, (Aerodynamic Multiplier): .31 ) - M 1. Ill = M U f ( PCA: (Pmax3: 11 .5 X (Aerodynamic Multiplier): .3 ) - M 1, (U = M ZZ• I PCA: Page -2 • PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11501 Northwest 117th Way Medley, FL 33178 METROPOLITAN DADE COUNTY, FLORIDA METRO- DADE BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Metro Roof Tile, Nail -On, Mortar Set, or Adhesive Set "Spanish S" Roofing Tile under Chapter 8 of the Miami -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 Testwcll Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -11 and the standard conditions on page 12. . This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right tb revoke this approval, if it is determined by the Building Code Compliance Office . 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.: 98- 0423.10 Renews: 94- 1017.01 EXPIRES: 06/04/01 aul Rodri : ez Produgt.Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL T CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been .reviewed by the Miami -Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade Count + , Florida under the conditions set forth above. APPROVED: 06/04/98 ,Internet mall address: postmaster ®bulldingcodeonlIne.cori .. • Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County Homepage:' http : / /www.bulldingcodeonlIne.com METRO ROOF TILE INC. Product Spanish 'S' Concrete Roof Tile Trim Pieces •Product Lenzingtex -ZB 140 Underlayment Rainproof II Ice and Water Shield TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY.APIr'LICANT • Test. Dimensions Specifications 1 =•18" w= 10' /:" ' /s" thick 1= varies w = varies varying thickness 59" x 164' roll 22 lbs /rol I 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll PA 1.12 • PA 112 Test Dimensions Specifications PA 104 Page 2 of 12. • Product Control No.: 98- 0423.10 Product Description High profile, interlocking, one - piece, 'S' shaped, concrete roof tile 'equipped with two nail holes. For nail -on, mortar or adhesive set applications.' Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Product Description Manufacturer PA 104 Single ply, nail -on Lenzing underlayment. Performance, Inc. with current PCA Single ply, nail -on underlayment with 2" self - adhering top edge. Protect -O -Wrap, Inc. with current PCA PA 103 Self- adhering W.R. Grace Co. undgr'layment for with current PCA use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. Frank Zuloaga, RRC Roofing Product Control Examiner METRO ROOF TILE INC. Product Control No.: 98- 0423.10 Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteml ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® AH 160) Dimensions 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 2'W or min. 10d x 3" #8 x 2' /i" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter N/A N/A N/A N/A • Test Specifications Wood Pres Institute LP. _ 2 PA 114 Appendix E PA 114. • Appendix E PAl23 • PA 123 PA 123 PA 110 Page 3 of.12 Product Description Salt pressure treated or decay resistant lumber battens Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, coarse thead wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use in roof tile applications. Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrete Construction Prod}.cts with cur ent PCA W.R. Bonsal Co. f .; with current PCA Polyfoam Products, Inc. with current PCA Frank.Zuloaga, RRC Roofing Product Control Examiner METRO ROOF TILE INC. Product Control No.: 98-0423.10 Test Product Dimensions Specifications Hurricane Clip & Clips PA 114 Fasteners min. Y2" width Appendix E min. 0.060" thick Clip Fasteners min. 8d x 1 Page 4 of 12 Corrosion resistant 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. Product Descri tion Manufacturer generic Frank Zuloaga, RRC Roofing Product Control Examine? METRO ROOF TILE INC. Test Aeency 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. EVIDENCE SUBMITTED Test Identifier 7161 -03 Appendix III . 7161 -03 Appendix III 25- 7200 -1 94 -084 - 94 -083 7161 -03 Appendix II Report Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307024 • Test #MDC -73 Lab #:EA -22 Tech: G. Suarez Product Control.No.: 98- 0423.10 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing -PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 Static Uplift Testing PA 101 (Adhesive Set) Window Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA -108 (Nail -On) Wind Tunnel Testing PA -108 "(Mortar Set) Withdrawal Resistance - Testing of smooth vs. screw shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Date Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April, 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Sept. 1994 Frank Zuloaga, RRC Roofing Product Control Examiner METRO.ROOF TILE INC. Product Control No.: 98-0423.10 SYSTEMS (CONTINU ED) SYSTEM D: Mortar or Adhesive Set Application Deck Type: Wood, Non-insulated Deck Description: New construction 19 /32" or greater plywood or wood plank. Slope Range: 2":12" to 7":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7":12", refer to System C. Underlayment: Install underlayment system in compliance with Miami-Dade County Roofing Application Standard PA 120. (See System Limitation #5.) Roofing Tile: Install tile in compliance with Miami-Dade County Roofing Application Standard PA 310. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re-roof applications, 15 /32" plywood is an acceptable substrate. Page 8 of 12 Frank Zuloaga, RRC Roofing Prbduct Control Examiner METRO ROOF TILE INC. SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Metro Roof Tile's "Spanish S ", flat profile tile shall comply with Miami -Dade County Roofing Application Standards PA 118 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method 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 Miami -Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Spanish S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 4. For mortar or adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Mianii Dade County Protocol PA 106, shall be performed.' 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Metro Roof 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 8. The applicant shall retain the of a Miami -Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Miami -Dade County Protocol PA 112, Appendix 'A'. rating. Page 9 of 12 Product Control No.: 98- 0423.10 Frank Zuloaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Nail OnSystems • . Tile Profile Tile Application Approved Nails Approved . Screws Approved Field Clip With: Approved Eave Clip With: • 1 nail 2 nails 1 .screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof Tile Concrete 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 Tile Profile : . Tile: Application Attachment Resistance Metro Root Concrete Mortar Set 24.50 Adhesive Set 66.50 Tile Profile . (ft') Batten Application X (ft') Direct Deck Application Metro Roof Tile Spanish 'S' 'Tile 0.29 ' 0.31 Table 2: Restoring Moments .due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" . ..5 ":12" G ":12" 7 ":12" or greater' Batten s Direct Deck Batten s Direct Deck Batten • s Direct Deck Batten s Direct Deck Batten s Direct Deck Metro Roof Tile Concrctc 6.70 7.10 6.60 7.00 . 6.46 6.84 6.30 6.67 4.08 N/A METRO ROOF TILE INC. DATA FOR :ATTACHMENT CALC.IJLATIONS Table 1: Aerodynamic Multipliers - (ft') Product Control No.: 98- 0423.10 I D ata noted in Table 3 is for instal alion wi h a tile lieadlap. -,: 2 Approved screws are as noted in the 'Trade Names of iProducts Manufactured By Others* - a nd 'Profile Drawings' sections of this Approval. Clips on eave tile at not required for this attachment configuration unless the Required Moment of Resistance exceeds the values noted above. Table 4: Attachrent Resistance Expressed as a Moment — M (ft -Ibf) • for Mortar'or Adhesive Set Systems Page 1,0:of 12 • 17rnnt. 7•.1n -.,n PPP METRO ROOF TILE INC. PROFILE 1)RAWINGS- M.rnt0 116b T I . - Page 11 of 12 Product Control No.: 98-0423.10 ran ZUlortga, RRC METRO_ROOF TILE INC. Product Control No.: 98- 0423.10 Metro Roof Tile, Inc. 11501 N.W. 117 Way Medley, FL. 33178 2 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. NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance(approval) shall be considered after a renewal application has been filed and the original submitted documentation, includirg test supporting data, engineering documents, are no older than eight (8) years. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with "all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and seated 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 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 Mia -Dade County; Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 12. END OF THIS ACCEPTANCE ACCEPTANCE NO 98- 0423.09 APPROVED : June 4, 1998 EXPIRES : June 4, 2001 u oaga, RRC Roofing Product Control Examiner DD= PRODUCT CONTROL NOTICE OF ACCEPTA GS Roofing Products Company, Inc. 5525 MacAuthur Boulevard, Suite 900 Irving, Texas 75038 Your application for Product Approval of: Conventional BUR Roofing Systems Over Wood Decks 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: Factory Mutual Research Corporation and Underwriters Laboratories, Inc has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on pages 2 through 24 and the standard conditions set forth on page 25 The approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time for a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval. if it is determined by the Building Code Compliance Office that this product or material faits to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0520.07 Revises No. 94- 0323.43 Expires: 06 /19/00 THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS Approved: 06 /19/97 BUILDING CODE COMMITTEE METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING NCE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Raul . ri . uez Product C • ntrol Sup isor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County. Florida under the conditions set forth above. arles Danger. P.E. irector Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmaster ®buildingcodeonline.com Momepage: httpJ /www.buildingcodeonline.com Product Control No.: 97- 0520.07 Applicant: GS Roofing Produce Company, Inc. 5525 MacArthur Blvd. Suite 900 Irving, TX 75038 Category: Membrane Roofing System Sub- Catesorv: Built -up Roofing Type: Conventional Sub -Tvpe: Fiberglass/Asphalt Deck Type: Wood ROOFING SYSTE,I APPROVAL Contact: Pat Neuhaus Commercial District Manager 2900 Bird St. Charleston Heights, SC 29405 • (803) 744 -7451 Product Control No.: 97. 0520.07 Approval Date: June 19. 1997 Expiration Date: June 19 2000 System Description GS Roofing Products Company, Inc. manufactures 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 ". 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, call 1- 800 - 777 -2563. Frank Zuloaga, Plans Exar nw" Conirol Dept. Insulation Types Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -45.0 psf Maximum Fire Classification Material Classification Wood Class A Product Control No.: 97- 0520.07 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. 3 Frank Zuloaga, Plans Examiner,P'r3Ertct Control Dept. 1 Product Control No.: 9'- 0520.0' Product All Weather /Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Ply Sheet Type IV or VI Flex- I -Glas or Flex- l -Glas FR Base Sheet GlasBaseTM Base Sheet No. 15 Perforated Felt Yosemite® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensions 36" x 72'; Roll weight: 86 lbs. (2 squares) 36" X 36'; Roll Weight: 78 lbs. (I square) 36" x 180'; Roll weight: 40/55 lbs. (5 squares) 36" x 108 "; Roll weight: 90 lbs. (3 squares) 36" x 108'; Roll weight: 69 lbs. (3 squares) 36" x 144', Roll weight: 90 lbs. (4 square) 36" x 36'; Roll weight: 90 lbs. (I square) Test Specification ASTM D 2626 UL Type 15 Product Description ASTM D 5147 Asphalt coated. organic base sheet. ASTM D 3909 Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built -up roof membranes. ASTM D 2178 Fiberglass. asphalt impregnated ply sheet. Type IV or VI UL Type GI Modified bitumen. fiberglass reinforced base sheet. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type G2 ASTM D 226 Organic asphalt saturated felt. ASTM D 249 Mineral Surfaced organic cap and buffer UL Type 30 sheet. oaga, Plans ct Control Dept. Product ACFoam 11 E'NRG'Y-2 or PSI -25 ISORoc E'NRG'Y -2 Plus Multi -Max Hy -Therm AP UltraGard Gold Pyrox ISO 95+ High Density Fiberboard High Density Wood Fiberboard Fiberglas Paroc Cap Board Perlite Insulation Dens Deck Anchorbond Fastener Dekfast Fasteners #14 Dekfast Hex Plate Dekfast Lock Plate Dekfast Fasteners 01 TRADE NAMES OF PRODUCTS MANUFACTURED Bl OTHERS Test Dimensions Specification various PA 1 10 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 1 10 Polyisocyanurate foam and rockwool composite insulation various PA 110 Polyisocyanurate foam / wood fiberboard composite insulation various PA 110 Polyisocyanurate foam insulation. various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 100 Wood fiber insulation various PA 110 Wood fiber insulation board various PA 110 Fiber glass roof insulation various PA 110 Rockwool insulation various PA 110 Perlite insulation board various PA 110 Gypsum core / fiberglass faced coverboard various Insulation fastener and metal or plastic plate various Insulation fastener for steel and concrete decks 2 7/8" x 3 1/4" 3" x 3 1 /4" various PA 114 (E) PA 117 PA 1 I4(E) PA 117 PA 114(E) PA 117 PA 114(E) PA 117 PA 1 14(E) PA 117 Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for steel and Product Description a. a Product Control No.: 97- 0520.07 Manufacturer Atlas Energy Products (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) RMAX (with current PCA) Celotex Corp. (with current PCA) Johns Manville (with current PCA) Apache (with current PCA) Firestone (with current PCA) Celotex Corp. (with current PCA) generic Johns Manville (with current PCA) Partek, Inc. (with current PCA) generic Georgia Pacific (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners (with current PCA) Construction Fasteners -(.ut ihcurrent PCA) Product Control Dept. Product Gripdek Fastener Hextra Fastener Roofgrip Fastener Olympic Fastener #12 or # 14 Olympic Polypropylene Olympic Standard ESI Fastening Systems Insulfixx or HD Insulfixx Fasteners Tru -Fast Fastener Roofing Nails Tin Caps Red Rosin Asphalt Emulsion Gardner Cold Process Roof Cement Test Dimensions Specification various PA 114(E) PA 117 various PA 114(E) PA 117 various PA 114(E) PA 117 various 3.25" round 3" round various various various Minimum # 12 Min. 32 ga. x I'1 " various PA 114(E) PA 117 PA I14(E) PA 117 PA 114(E) PA 117 PA 114(E) PA 117 PA I I4(E) PA 117 PA 114(E) PA 117 PA 114 PA 121 1. S, SS gallons ASTM D 3019 Type III Asphalt ASTM D 312 Asphalt Primer ASTM D 4 I Chopped fiberglass ASTM D 1227 emulsion Fiberglas PA 110 Product Description Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastener Polypropylene plastic plate 3" round galvalume AZSS steel plate Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Insulation fastening assembly with plastic and steel stress plate. Corrosion resistant annular ring shank nails Corrosion resistant circular discs. Rosin paper for barrier layer on wood decks Asphalt emulsion Fibered asphaltic general purpose lap and ply cement. Type III or IV hot asphalt bitumen adhesive Asphalt Primer Roof Coating Fiber glass roof insulation Frank Zuloaga, Plans Examiner. Pro Product Control No.: 97- 0520.07 Manufacturer ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Olympic (with current PCA) Olympic (with current PCA) Olympic (with current PCA) SFS Stadler Inc. (with current PCA) SFS Stadler Inc. (with current PCA) Tru -Fast Corp. (with current PCA) generic generic generic Gardner (with current PCA) Gardner (with current PCA) generic generic generic generic uct Control Dept. Product Flashing Cement Modified Cold Process Cement Modified Plastic Roof Cement Non Fibered Aluminum Coating Static Asphalt Fibered Emulsion al MB aluminum roof coating Karnak 97, 97AF or 169 Prograde Fibered Aluminum # 2100 - Modified All Weather Flashing Cement Aluma -Brite No. 120 APOC 212 Sunbright 400 MBA Test Dimensions Specification 1,5,55 gallons, or 10.5 ounce tubes. ASTM D 4586 or ASTM D 2822 ASTM D 3019 Type 111 ASTM D4586 Type 1 ASTM D 2824 ASTM D 1227 PA 121 PA 121 PA 121 ASTM D 3019 (Type III) and D 3409 PA PA 121 PA 121 Roof coating Product Description A trowel- grade, cutback bitumen cement mixture including inorganic fibers and mineral stabilizers. Adhesive Flashing Cement Roof Coating Roof Coating Aluminum roof coating Roof coating Fibrated aluminum roof coating. Rubberized all- weather flashing cement, trowel grade, modified adhesive. 121 Fibrated aluminum roof coating. Aluminum roof coating. ASTM 3019 Asphalt based cold applied Type 111 adhesive. Product Control No.: 97- 0520.07 Manufacturer generic generic generic generic generic Grundy industries (with current PCA) Karnak (with current PCA) Monsey Products Co. (with current PCA) Tropical Asphalt Products Corporation (with current PCA) Tropical Asphalt Products Corp. (with current PCA) APOC. Subsidiary of Gardner (with current PCA) APOC. Subsidiary of Gardner (with current PCA) APOC, Subsidiary of Gardner (with current PCA) Frank Zuloaga, Plans Examiner, Proauct Control Dcpt. Test A2enev /Identifier Applied Research Laboratories Factory Mutual Research Corporation Factory Mutual Research Corporation Underwriters Laboratories, Inc. United States Testing Company, Inc. United States Testing Company Name Physical Properties Current Insulation Fastening Requirements PA 114 (FMRC 4470) Fire Classification Compliance ASTM D 5 147 ASTM D 5 147 TEST REPORTS Report 28013 FMRC 1996 J.I.3Y8A 1.AM RI 1656 97457 -4 97- 457 -2R Product Control No.: 97 -0520.07 Date 06/02/87 01/01/96 03/23/96 07/13/87 06/03/88 12/02/87 , gaga, Plans Exam r , ' .. ct Control Dept. Membrane Type: BUR Deck Type 1: Wood, Non - insulated Deck Description: ' or greater plywood or wood plank decks System Type E: Base sheet mechanically attached. All General Limitations shall apply. Base Sheet All Weather/Empire, Flex- I -Glas, Flex- I -Glas FR or GlasBase base sheet mechanically attached as detailed below. Fastening: Anchor sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: Two, three or four plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbsJsq. * 15 %. Cap Sheet: Surfacing: (Optional) One ply of FlintGlas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 25 IbsJsq. t 15 %. (Required if no cap sheet is used) Install one of the following: 1. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoform compound; surfaced with 1 galJsq. Sta -Kool non- fibered aluminum coating or fibered APOC No. 212.. 2. Flood coat of approved Type III asphalt with an application rate of 60 Ibsisq.; plus gravel or slag at an application rate of 400 Ibs./sq. or 300 IbsJsq. respectively. Maximum Design Pressure: -45 psf Maximum Fire Classification: 'A'. See General Limitation # 2. Product Control No.: 9 0520.07 Maximum Slope: 3 ":12 "; See General Limitation # 3. Specification No.: AAA -2 -3, AAA -4 -3. AAA -8 -3. A- 2 -M -3, A -4-M -3, A - 6 - 3. EMS - - W, EMS - - 20 Frank Zuloaga, Plans Exam ? uct Cor Dept. Wood Deck System Limitations: 2 Pre- assembled tap Nail' shall not be used for base sheet attachment. Frank Zuloaga, Plans Examiner. Product Control No.: 97-0520.07 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. 3 When All Weather Empire base sheet is installed as the base sheet, a ply sheet of ASTM D 4601 type 11 (type G2) must be applied in approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq prior to installation of membrane. r• • t Control Dept. 1 All asphalt shall comply with ASTM D 312, type 111 or IV requirements and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to the current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range varies for each system. Consult the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board is required on all applications over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. 5 All work shall be performed by a contractor licensed to do roofing work in Metro-Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer and the requirements of the South Florida Building Code. 6 The submission of system specifications and details shall accompany the Section I I 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. 7 Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro -Dade County Roofing Application Standard PA 117 to meet these elevated design pressures. 8 All attachment and sizing of perimeter milers. metal profile and/or flashing termination designs shall conform to Metro-Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Fleshings shall be installed according to the manufacturer's 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 I I Permit Application. All details shall comply with the provisions of the South Florida Building Code. 10 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro-Dade County Protocol PA 105 or PA 105(A). If F', as tested, is less than that listed in the System Limitations. a professional engineer may submit revised fastener spacings utilizing F', taken from a Metro-Dade County Protocol PA 105 or PA 105(A) test report, and the provisions set forth in Metro-Dade County Roofing Application Standard PA 117. 1 1 Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105. If F'. as tested. is less than 275 lbf., insulation attachment shall not be acceptable. 12 Asphalt moppings shall be applied with approved asphalt and shall be in compliance with the 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. 13 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with the Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibsisq., 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, which shall comply with the provisions of 4 ��. /► cation Standard PA 117. . ; 23 , Plan . • • GENERAL LIMITATIONS Product Control No.: 97- 0520.07 duct Control Dept. 14 All standard insulation panels sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re -covery applications, prior to the application. all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code for the roof in question. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Subsection 3401.10(m). (n) of the South Florida Building Code. 17 Roof goods shall be stored on end and on a clean, flat and dry surface. 18 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. 19 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 Subsection 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 34 Product Control No.: 9'7-0520.07 Frank Zuloaga, Plans Examiner, Pro • uct Control Dept. GS Roofing Products Company, Inc. 5525 MacArthur Blvd., Suite 900 Irving, Texas 75038 9 This Acceptance contains pages 1 through 25. END OF THIS ACCEPTANCE 25 Frank Zuloaga, • ans xaminer, Pro Product Control No.: 97 0520.07 ACCEPTANCE NO.: 97 APPROVED: June 19, 1997 EXPIRES: June 19. 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submined documentation, including test supporting data, engineering documents. are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submined, 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 wrinen approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all 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. Test Date Project Address Contractor Permit Number Roof Pitch Tile Installation Date 6 -30 -2000 Adhesive Type Tile Type TEST SUMMARY Roof Area Field & Ridge Corner Perimeter TEST RESULTS: PASSED See Attached Sketch for Further Details ROOF REPORTERS, INC. Ptoiadeowai Rooi TAS 106 Roof Tile Uplift Test Report July 3, 2000 Pioneer Roofing 46757 3:12 Polyfoam Monier - Lifetile Spansih S Al Maccagli, RRC 116 Dade County Certified Testing Agency # 99 -0615.04 (561) 434 - 7555 574 NE 96 St. Miami Shores, FL All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and TAS 106. Each Test location was pulled using a Chatillon Force Gauge to a minimum of 35 lbs.. Total # of Tests # of Tests Passed %Passed 25 25 100% 10 10 100% 10 10 100% 3281 Lake Worth RoadO Suite EC! Lake WorthILIFlorida 33461 Roof Consulting & Testing OVisual Surveys & Evaluations ORoof System Design O Moisture Surveys ' ONS UL:604; • •sm �o v 5 3 , 51L1 we qG sT h; ca. n, ? 1,e re. S, SYNERGY Labs, Inc Certificate: of Calib: rat on DIGITAL FORCE GUAGE ROOF REPORTERS, ,;.INCORPORATED Serial • Trace Number Number r. Cal Due Date • `18830 74645 ; . May 19 2001 Manufacturer: CHAT ILLON Model Number: DEIS 100 Serial Number: 252 82 LustornerSN: - 2 528 2 Description: Customer: Certificate Number: 93158 Environmental Conditions: Temp: 21 deg C Relative humidity: • 45% This certifies that the above equipment was in;cornpliance with the requirements of ANSI /NCSL- 2540 1994, ISO Guide 25, and ISO 10012 using'applIdable procedures. At planned intervals, Synergy Labs, Inc measurement standards are calibrated by comparls0n to or measurement against national standards, natural physical' constants consensus standards; 'or by ratio type measurements using self - calibrating techniques. National standards are administered by NIST (National Institute of Standards and Technology) or other recognized national standards laboratories. • Supporting documentation relative to traceability is on file and Is available for,examiriation request. Limits: TONE Remarks:: t7NTT RECEIVED IN .TOLERANCE N Calibration Bate: Calibration Due: Reference Standards Used: Jun 29,,2000. Sep 29, 2000 Manufacturer_; - Number AMETEK -M &G WG -23 Synergy Labs, Inc 8211 NW 64 ST #3 Miami, FL 33166 ' Ph (305)- 477- 5414