Loading...
1051 NE 93 St (9)WORK DESCRIPTION PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date E/ Job Address lip 57 Tart Folio _ _ 4 Legal DescriptionE I / /eP / 1� ��� Owner / Lessee / Tenant a / cG % 4 / , 1, ra Permit �P . 9 0l 0" Owner's Address /,2 51 4' f(- Phone Z � o r Contracting Co. Address Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Ty?e(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 7,1.-e4i} d--„,-L . Square Pt. Estimated Cost(value) A, r 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 he 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 - a1J. °.applicable laws -r-.gulating construction and zoning. Furthermore, 1 author a the above -named c tractdi to'IdeEtthe work Stated. Sfae of F;'anc+a I CO311ITIISS:C1 r ■ L L (. _ L 1�� ✓ '�eiC� r G) a n- a......,. .. / r Sigma u e and /or =9 rpA fiQ ' iggnature of Contractor or Owner - Builder : Date j.. ` e. _ _ Date: e ' Print type or stamp name of Notary Public I G � Personally known UOR Pro 09;tar as to Owner and/oFt8 aWnicfe)64:10u Notary as to Contractor or Owner D DID take an °aria, or My Commission Expires: fly DID,N,w, tde an oath; APPROVED: Fire Other ... - 1 Building - 2 Ak kIV Zoning Mechanical Plumbing BnallEtlin Date t au's A / 05/ 646 _f� Tax Folio - .ptcr1 I - orically Designated: Yes iki3 ,?- OVIIILTLESEtZ / MUM> _ P e,i4, it ej /v IN/ lister :Perm t # _/ 0 gelds Ad 5"/ / 73 5 Y cortactztg At-7/40" , ' P w " „/ Address Q 7R77.er J Sate # ArcH. °ec"1 t :mr Md 3oncag CcI^ y Acs Mcrrggcy Address Lie It J'yppC I3 J LIFING EILECTRiCAYL IFLUIV13ING MECHANICAL fOOL?ING PAV PTC 1711NCII RCN II' RK DEECL u,ORT AI ST Ft. W *. v TO (OWNER: YOU J I`C JS'11 L CCO M A NO=2 OIN COM, itUNC rEIVENT AND YOUR FAILURE TO DO SO IY. A7 RESULT Th ?O' +r PAYING TWICE FOR I;I iFL O EIVIENTS Yas' UR FR PE rTY (IF YOU INTEND TO OBTAIN K NNANCING, CONSULT _ YOUR LE Y1U CR AN ATTORNEY I1EFORE I: 3CO: ING YOIJR Ni TICE OF C i MINE —.CEMENT.) Application is _i=`.33 made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that al will be perfcr.mcd to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits aye ; uired for EI,EC11 .CA:, P: uMBn O SIGNS, POOLS, ROCFI'TG and MECHANICAL WORK. / 1' ASKEWYCZ a�Y C0A 4 ... 8 CC 721003 o �}(Rt•. ' April W, 2002 . °•g...... acans mn,:vt pub'u: Unrlenvrfters N3' ai"_oCi My Commissio E FEES: PERT LT 'i! ,',_IRI T A 'iPLICAT I RADON APPROVED: lening 7,—;1/41, Mechanical Pflb: "Or N "C"R MIAMI SHOR: S VILLAGE SS# / Phoner3(1) /Ri ~� t Competency # / /j/ Ins. Co. ,d% 'k Phone Estimated Cost (value; C.C.F. t ^, 47 NOTARY `, BCND Electricall OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and the. all work will be done in compliance with ail aa.?Iicable laws rcgtIIcf' construction and zoning. Furtlrerlanare, I authorize the above -named contractor to do the work stated. No ,'mo ; ontractor ��r0e ^ 5 d M • Commission Expirets:. , :" TOTAL DUE Stntzturai Engineer MIAMI SHORES VIL AGE Paint Color Approval and Agreement DATE: /® % O OWNER'S NAME: PHONE: ADDRESS: /F,.l ********************************** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** ADDRESS OF SITE: CONTRACTOR & LICENSE (if applicable) COMPANY NAME: PHONE: ********************************** * * * * * * * * * * * * * * * * * *:: * * * * * * * * * ** All Elements on the site must be listed and indicate the color to be painted. &M• 'z9r Walls Fascia Soffit Roof Flower Bins Shutters , ku Awnings AV* Chimney /big Doors and door jams 4 / c Garage Doors 40 Railings 7?, �/ Fences � Decorative Metal /i All brick (simulated or regular) A/I- Stucco Banding iv l t. Any other stucco features A) V Accessory Buildings 7 i Other xJd 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. I authorize the above -named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached samp s. Building Official Date Signature . f Owner __ D to **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED: aI3� to igna of Contracto * * * * * ** * * * * * * * * ** * * * * * * * * * * * * * * * ** PERMIT APPLICATION FOR MIAMI SHORES VIILLAGE Date i'', / ; l Job Address G I- GV ��` , -CV --- Tax Folio l — '32, d — v % -s'° ` ", r4 , % . ,:'.ye, t i tlic <.le. ac— Legal Descripi.on ` 10 citl R'1. ` Historically Designated: Yes No Own P.essee / Tenant it-y . J / - It / , £ el--.-J? ' !; = 0 �, > lL G /' �� 9 ' Masser Permit # ` %' ° %/ `. Owner's Addr s /65 7 Contracting Cc. < /3 /-t� '-j _Air Ar Address ,�, � /— /D1 Si- Qualifier ; // - ?,/ ": SS# Phone Z6/ • % ?' St? °e # C ems ; ) ,1 �jj ;c Municipal # Competency # Ins. Co. Architect/Engineer Adaress Bonding Company Address Mortgagor Address Signature o owner d/or Condo President Date Notary as'to Ow.ier and/or Condo President Date My Commission Expires: gany r6 rl ' C ' n t , .T • 7 :.v a OF 1 APPROVED: Zoning Building / Electrical Mechanical Plumbing Phone! Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFIN WORK DESC ir TION `.lUi,(, / �`� °�i,��� ":'� �d �/ r ��56�� /11 - �/d ;/'1:%C%:; / _ G ' �L�� /(9"J(S.i. - f 2 1 Pc : SI,uare Ft. Estimated Cost (value WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DC) SO MAY RESULT EN 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 he made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that a;1 work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELEC"ICAL PLUMBING, SKINS, 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 zo ' Furthermore, I authorize the above -named contractor to do the work stated. Signature of Contractor or Owner- Builder ,,,,;:,-,)b p.,...,.„0,..,,,,v...4,,, fj zi-, d otary Contra + or ( Vt My Commission Expires: 1 04� I 0 � 0 ▪ ::v 2:;: z L It. fk. Zry FEES: PERMIT, y <' RADON C.C.F. r 0 NOTARY S 0 0 BOND PAVING FENCE SIGN TOTAL DUE Date ilder3 - 1a ?,.:c : - =r:. wDate Structural Engineer i Contractor's Name: Ft. V Deck type; ATTACHMENT Fastener Types SP4CINc; Field: DETAIL, 1 & 2 °indades Morrie- and Adberive Set Tile Append "E" UNIFORM ROOFING PERMIT APPLICATION .:. . PROCESS No.. 11. - &) (_‘ei ,jc Job Address: • / s) ? U 7 ROOF CATEGORY. ❑ (Low Slope Application) ❑ (Nail-On Tile) ❑ (Mortar-Set Tile) ® (AsphaWF Shingles) ❑ ( Metal RoofslWood Shingles Sc Shams) ❑ (Other) ROOF TYPE, ❑ New Roof ❑ Re- roofing ❑ Recovering ) Repair ❑ Maintenance Perimeter _ Corner Page-1 Flat Roof Area (f) Sloped Roof Area (ft) Total (fe) Mast= Permit No. Etc category (per ASCE 7 -18): Building Classification category (per ASCE 748 tabIc 1): ROOF KEXGE.1 AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN 1 ' 1 II { • 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 all the minimum requirements and standards of the indus- try 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 roof- ing 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. \ l 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.) 'l 1 p 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 under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. ( ti(C. REQUI E 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupat;ts of adjacent units of roofing work to be performed. 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 roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not 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 structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. S. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding 127.01 12 PAGE 2 7/99 it wner's /Agent's Signature Date APPENDIX "F" OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 43/6 ) Contractor's Signature PERMIT AP LICATION FOR MIAMI SHORES VILLAGE Date 3-22 -00 Sob Address 1351 N. E. 93 Street Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant Mike Fines i l v e r Master Permit # No Owne &sAddzess 1051 N.E. 93 Street Miami Shores Phone 672 -0045 ContractingCo. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho SS# Phone 751 -0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Address Address Architect/En veer Bonding Ccrapany Mortgagor Address Permit Type (circle one): BUI L TING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESC" ' H uON Tear off old roof to wood deck tin ca • base new galvanized eave drip and flashing metals, mop on with type III asphalt one layer of modified ruberoici hituman Square Ft lei WARNING T OWNER: Y. U MUST ' CORD A NOTICE Off' COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO Y ie UR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR YOTCE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to dc the work stated. APPROVED: Zoning Mechanical p ignature downer and/or Condo Pre it Date No as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON Estimated Cost (value) $ 2,000.00 2 se - 4— - -- Signature of Contractor o: Owner- Builder sheet f . .11.. Date l Notary as to Con actor or Owner- Builder My Commission Expires: -< <) Date MY CG &7 ".',ISSICI10 CC "a y' > %'.- .:� r; WIPES: Crfa'::r 10, 2001 C.C.F. ' ° NOTARY - - -� BOND TOTAL DUE Building Electrical Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: CIOR 1 17775 2000 MAR 13 10:54 COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 49 N.E. 1 07 Street 2. Description of improvement: Reroof to a new Tile and Flat roof. 3. Owner(s) name and address: Interest in property: Owner Name and address of fee simple titleholder: N/A 6. Lender's name and address: N/A Stephanie Messana 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 Miami Shores, Florida 33138 149 N.E. 107 Street Miami Shores, Florida 33138 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Florida 33168 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A • 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) gna fo oI Owner Print Owners Name Sworn to and subscribed before me this 1 5f- day of E,.1 . Acao 0 Notary Public Print Notary's Name My Commission Expires: „u 1 AFIV Pliel (3 YA7Ei ©2 1 , - -W. Min„ Cn E37PY Ui,C9 218 G3 0 flap z:D J c2 tiro arr,gincl : ' f+ 1131 3 o 7r e On J �- tiA /OD ,, AD 20 6 a (jiiGCrel Sojl. .4_ o Circa'? err9 County Colitis y MARYLOU HERNANDEZ Y COMMISSION # CC 880474 EXPIRES: October 10, 2001 meters Prepared by: Carlos Arocho Quality Roofing Contractor, Address: 1 3800 N.W. 1st AvenuE Miami, Florida 33168 Contractor's Name: i ow Slope Application) ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) • ROOF TYPE ❑ New Roof ®" Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance , Ac LD ti CU. '15 u ma r Job Address: CS 3 c a� e u hf - n � � Flat Roof Area (ft') ° Sloped Roof Area (ft') 0 Total (ft') Master Permit No. Exposure category (per AS E 7 -88): — Building Classification category (per AS E 7 -88 table 1): Ft. A v 10 Ft. A V Deck type: OD V ;1 0 r L Fastener Type: l i ATTACHMENT i1 SPACING nc s ip 4 Fic ➢d: i , . Perimeter: n9 .a.. - Corner: 123.01-78 4/99 DETAIL 1 Appendix "E" UNIFORM ROOFING PERMIT APPLICA'JFION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) J's) it 1fz I ' q k4_ P D,t d Page -1 ROOF PLAN Deck type: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS SLOPED SYSTEM DESCRIPTION Ridge Ventilation? MEAN HEIGHT derlayment: Ituulatlon: 12" ROOF SLOP[ D E T A 1 L. 3 Fastener type & spacing: Cap Sheet: Roof Covering: TILE CALCULATIONS (Pmaxl: X a. (Aerodynamic Multiplier)• ) M. = M PCA: (Pmax2: X X (Aerodynamic Multi ter) ) - M = M PCA: (Pmax3: X X (Aerodynamic Itiplier): ) - M = M PCA: Drip edge: 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) unicipal Permit Application 4) • her Component Approvals APPENDIX "F" REQUIRED O \VN'ERS 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 cons :nt of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minim ::w 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 ini;inl in•ttc adjacent box indicates that the item has been explained. }1,f 1. Aesthetics The workmanship provisions of Chapter 34 are for the purpose or 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 bc addressed as part of the agreement between the owner and the contractor. 2. Renniling Wood Decks: When replacing o p � roofin the existing wood roof dick may have to be renai'ed 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) 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 maintainin`, this appearance. S. 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. Pondine, niav 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. ,6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is rot overloaded from a build up of water. Perimeter /edge \'•ails or other roof extensions may block this dis :ha rye 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 throi h ti:: i:,teri :r of the structural assembly (the building itself). The existing amount of attic ventilation shall no: be reduced. I: may be beneficial to consider additional venting which can result in extending the service life of the roof. if f S. The owner may contact the Miami County Consumer Services Department for furore: information regarding the above. Owner' s'/Agcn '5 Signature Date Contractor's Signature t 'G/i•-P �i�`�C- ��Ir�G L6 -- PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, N.I 07470 Your application for Product Approval of: GAF Ruberoide Modifed Bitumen Roof Systems for 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: Dynotec /i Engineering, Inc, Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance OfficVo be used in Dade County, Florida under the specific conditions set forth on pages 2 -60 and the standard conditions on page 61. 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 to 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 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.: 97- 0804.14 Expires: 11/06/00 This application for Product Approval Compliance Office and approved by the conditions set forth above. Approved: 11/06/97 Revises No.: 95- 1003.03 0 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE has been reviewed by the Metropolitan Dade County Building Code Building Code Committee to be used 'n Dade County, FI r idgy under the /r ;1 / / • / / : Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Modified Bitumen Sub -Type: APP and SBS System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Teclmical Services (973) 628- 4134 Page 2 of 61 Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool 0 Maximum Design Pressure Din Pressure -75psf Maximum Fire Classification Classification Class °A° Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. • Page 3 of 61 Product Control No: 97- 0804.14 - . Frank Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: 19 / " or greater plywood or wood plank decks 2 Product Control No: 97- 0804.14 GAFGLAS® #75, GAFGLAS #80 Ultima' Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly" Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered t along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 66 Ply or GAFGLAS Flex Ply 6 sheet adhered in a. full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq.. . One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2":12"; See General Limitation #3. Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner 4. V2 Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 57 of 61 Product Control No: 97- 0804.14 Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F) of 95 lbf or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F' as tested is below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto-Dade County Protocol 2A 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 Ail standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4 °. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 27S•lbf insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. Frank Zuloaga, Roofing Product Control Examiner 1 GENERAL LIMITATIONS Product Control No: 97- 0804.14 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters 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 shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay 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, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to — 60psf. 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 SFBC. 6 The submission of system specifications and details shall accompany the Section II 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. Page 58 of 61 rank Zuloaga, Roofing Product Control Examiner Product Control No: 970804.14 ' Perimeter and corner areas shall comply with the enhanced uplift pressute of these areas, as calculated nn 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 Metro -Dade County Roofing Application Standard PA 117. (When this (imitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane.. Specific detail's, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force. (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 1D 7. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall he in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer. 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 provision of Roofing Application Standard PA 117 Page 59 of 61 rank Zuloaga Roofing Product Control Examiner NA Product Control No: 97 -0804.14 14 All standard panel sizes are acceptable for mechanical approved asphalt, panel size shall be 4' x 4' maximum.�� when applied in 15 In re covery/re- roofing 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 load requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials 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 sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Frank Zuloaga, Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVi) ROOFING SYSTEMS (TGFU) Continued Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1-1/2 - 3 gal/sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.). Base Sheet One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). • Surfacing: Karnak No. 97, 1 -1/2 - 3 gal/sq. 5. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane.: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion' at 3 gal/sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more Layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). 0 1. Surfacing: Gravel ��{{ Deck: C -15/32 Incline: 1/2 .Y Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic. Base Sheet Two or more layers of Type G2 or G3. Pty Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Pius" (granule). :. Surfacing: Karnak No. 97, 1 -1/2 - 3 gal/sq or gravel 0. Dedu.NG •: ; • Incline: 1/2 Insulation: One or . more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane ' composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Pius" (granule), "Ruberoid Mop" (smooth or granule) or ' • "Ruberoid Mop Pius° (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. 9 . Deck: C-15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. .. min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. In Place. Ply Sheet: One or more layers of Type 61 " GAFGLAS Ply 4 ", hot mopped Membrane: "Ruberoid Mop FR" �rfada P (granule). GAF Weag (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat /sq or ther Coat Emulsion at 3 gal/sq. Ie. Bede 0-15/32 I lation (Optional): One or more laye ea e, glass fiber, 3/4 in. d, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ . ! methane composite, phenolic, 1 -1/2 in. min. Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", Y One or morelayers rs of Type 61 Ply 4 ", or " GAFGLAS Mamba rfloPPed in ° Ruberoid To h FR" (granule). soled 11 GAF O�onal): GAF Fibered Aluminm Coating at 1 -1/2 gal /sq or • - Coat.Emu(sion at 3 gat/sq. otlr /32 .4 .• 1/2 cyan urate, 2 in. min., wood fiber, perlite or glass fiber, ' hot mopped or mechanically fastened in place. Joints kiss 1 One or more layers of Type G2 " GAFGLAS #75 Base Sheet", Silelt gypped or mechanically fastened in lace . 6 (Optional): One or more layers p of Type G3 " GAFGLAS Pty 4" or Aped in place. i p beroid Torch FR" (granule). W di r e imonal): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or Coat Emulsion at 3 gal/sq. 17. 18. 19. 20. D LOOK FOR MARK ON P nt rrir ROOF COVERING MATERIALS (TEVY) 135 ROOFING SYSTEMS *Tii; ..q Lonnnued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 " GAFGLAS #75 Base Sheet", hot mopped in place. My Sheet (Optional: One or more layers of Type 61 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (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 (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of " GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (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 OF more layers Type Gl, hot moped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). eck: 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. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) Deck: NC I ncline: 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 G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). Deck: NC Incline: 1/2 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 FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, 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 at 1 -1/2 gal /sq. eck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: " GAFGLAS #75" (Type G2), mechanically attached. RODUCT Legal Description - ' //-) ' t F , l` 4/1 A - J //, /i Historically Designated: Yes No `V / cwnner/Lessee / Tenant ii k'. /!'C-1 f (, ! , /- i i, ' P. c'r !Z Master Permit # Koe Owner's Address /1, /r /' ,r '/: / Phone .S - "j t a' ✓ /4', Contracting Co. ( f-f , i7 /!' ;?G9 c, Qualifier /:%+ 1, - ' ;/- fi t SS# Phone ,' % - . / ` / ,/ State # P" . , 5 %x/ 16 Municipal # Competency # Ins. Co. Architect/Eng:neer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING PAVING FENCE SIGN WORK ff � .Y r ; i fi r-_ //e �1 I / / j , l / � �j �� // 1 // /��_ / , 7//7 1" �lOR�1 DESCRIPTION /� .�- � G y !f l� � l �, U(� ��ll.��C l� i�,/� //� - .I�%/ / //�l.• C_;y.- i� /. //// Square Ft. 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 at. wore 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 zon}tg. Furthermore, I authorize the above -named contractor to do the work stated. / ,,,' L 4 Signature of owitcr and/or Condo and/or Condo President Date ti ,"; 9 APPROVED: Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / ./�) G' 1 Tax Folio / /� 9 ._ � , � .. '( 2 °; tary as to Owner and/or Condo President Date My Commission Expires: a zv po o ' ��. C"� a l .: _. ': r3 ,, s FEES: PERM T RADON Mechanical Plumbing Structural Engineer C.C.F. Address /r /:4. /:V/ Estimated Cost (value) //, Signature of Contractor or Owner- Builde` ' Date No : as to Contranti4r d fl nllder .. Date G My Commission Expires:." ,- NOTARY BOND Electrical TOTAL DUE NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //-3.20 S — TJ 3"- Q®gd STATE OF FLORIDA: COUNTY OF DADE: 0 1RO57 =.22 2001 FEB 06 10 :52 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with CIlapter 713. Florida Statutes. the following information is provided in this Noti ce of Commencement. 1. Legal description of property and street address: C- V © 1 / J - IV / /6 .%i /7 6L, �- los/ 9q 67 /Mom/ ,Es, .35/3 s 2. Description of improvement: /?E- D'C 6 774a 7D weg" 3. Owner(s) name and address: /i2 JIE'3$ 4/i / . Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: /11,11 5. Surety:(Payment bond required by owner from contractor, r c,:- nr1nv Name and address: + rrgrn:l hlcd in !hr ofAcc ur. VESS ray hand cnd t r al .30x1. HAF111 d Amount of bond $ 6. Lender's name and address: Dg-i o 1 t /0 f 7. Persons within the State of Florida designated by Owner upon whom notices or o by Section 713.13(1)(a)7., Florida Statutes, Name and address: S;gnature of Owner + Print Owners Name ( LKG+�1 ' c1 IeS t � 1 U Sworn to and subscribed before me this / day of 1G.1 .457 2 _ 9 i OPFlCIAL NOTARY SEAL . O P tiV PO ROXANNA ES1AD Z '`..).%-if 0 COMMISSION NUMBE * • -- F. * •CC796315'' MY co"�IMISS 9 �F O � D , O FF ,__,,,., 9- 200 Notary Publi 5 s•,e&�S ri 3•x/3 documents may be served as provided 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes.' Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spec' -. •) Prepared by: D9 m / ress: / /, , / 7 �j t ' y � l JO/ .• ��( �J e .5 ker ;: r; 313 :" ... , 8 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 oviding 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 eenailed in accordance with the current provisions of Chapter 29 of the SFBC. (Therroof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. 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. 5104 APPENDIX "F" 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. 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 irY terior 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 th roof. Owner's /Agent's Signature Signature ate Contractor's Signature � �j - t,24 F� Cr4A,' / L C� Job Address: G � Contractor's Name: �,.��. O (Low Slope Application) O (Asphalt/Fiberglass Shingles) 0 New Roof 0 Re- roofing Flat Roof Area (ft2) Sloped Roof Area (ft Total (ft) � D O Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 748 table 1): v Ft. Ft. Deck type: 3 /1 1 C9 ATTACHMENT Fastener Type: Pk ts. All fV SPA CING _ �i Field: �� Perimeter: I(// Corner. DETAIL 1 & 2 *Includes Mortar and Adhesive Set Tile ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Appendix "E" _ UNIFORM ROOFING PERMIT APPLICATION ROOF CATEGORY • 0 (Nail -On Tile) ❑ ( Metal RoofslWood Shingles & Shakes) ROOF T YPE t% / Recovering (0 Reps 0 Maiintenance Page -1 r r r- r 0 (Other) PROCESS No. (Mortar -Set Tile) * ROOF PLAN V' Deck • M .Nmr Uric DETAIL 3. Appendix. "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 3 /j rr 6' li(6 IJnderiaymenti $-30 6q ,c' Insaladoa I f Fastener type & spaciagi Oki P. s " e$' ` , o-t ca Cap Sheet: '.6 g poi �i3� �'� , Roof 3` Covering: i V& P� . , v�+ ie a t te �, 6 Drip odgec ) ,L ?� ROOFSLCrg 5LOPRD SYSTEMDFCRITTION Page -2 mon ATTACEGVENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) ? pplii Detail Drawings 3) Municipal Permit Aooiiction 4) Other Component Approvals TILE CALCULATIONS (Pmaxl:7,,f , 5 (Aerodynamic Multiplier): ° 0 ) - PCA: I1 tr' a o (Pm - jf 403 x ( Aerodynamic Multiplier): ° Y ) ° Mr S ' - _ : / I PCA AO `ei° (Pmcr..3: ll s3 x A. (Aerodynamic Multiplier): ) - _ Ma a2-7/ PCA: � � JAN - 25 - U1 THU 10:50 Ali: ABC. SUPPLY. 01:0(1/00; TUE 16:25 FAX 581 338 5391 MIAM b PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Lifetile LLC 135 NW 20 St. Boca Raton CONTIRACTOR ENFORCEMENT SCCTION (305) 37:: -2966 FAX (305) 375.2468 PRODUCT CONTROL DIVIS!OA1 Your application for Product Approval of: (30i) 3755.2002 FAX (305) 372•631) 9 Atlantis Shake and Slate Flat Profile Tile under Chapter 3 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 occeptan;e by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified l'crein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right w 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 perfnni 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, if it 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.:99- 1012.07 (Revises No.: 98- 0604.01) Expures:12 /16/2002 FL 3343R THIS IS THE COV€RSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS WILDING CODE & PRODUCT REV1\V COMm11'TEE 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: IV/30/I999 1 of Interim r.ddr ss: p @bulldingeodeonlln¢.ten+ FAX NO. 954 491 4489 P. 1 MONX1ER LIFETILE LAUD 0008 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFE'afif METRO.O.1On FLAMER. 5tlt4OfNG 143 WEST FLAC LER STREET. SUITE 1603 MIF.MI. FLORlpa 33130 -1363 (303) 37:.-1C01 FAX (309) 371 -290'5 CONTRACTOR LICENSING SECT'CO(( m5) 37:: -2527 FAX (305) 375 -2S3S Raul Rodriguez Chief product Control Division rancisco , uintarta, Director Miami -Dade County Building Code Compliance Offict Horoppatic litty f/aaw.bnUdluKciwiectmltne.com :AX - 25 - 01 THU 10 : 50 Ai:i ABC. SUPPLY. el -04/6o. TUE 16:25 FAX 381 338 3391 Monier Life Atlantis Shake and Slate Tile "Trim Pieces Rainproof 11 Ice and Water Shield FAX NO. 954 491 4489 Ire ONx ",Iii 1FETjLE LLC ACCEPTANCE No. : 99-- 1012.07 APPROVED :Decei.tsber 30, 1999 EXPIRES :December 16, 2002 arfc r,spF ACCEPTANCE: STANDARD CONLI IT1QS A. SCOccs "E This revises a roofing system using Monier Lifetile Atlantis Shake & Slate: Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Not'ce 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 SF13C Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 12? using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: Flat Profile Tile 2. PRODUCT DESCRIPTION Pannufacsy Test Anolicaln Dlrnt nsIonS Sneeitications l 15" w 10 3/8" 1 V.° thick 6 varies w w varies varying thickness 2.11 Components or products manufactured by others teethi t Qimensions 30" x 75' a oil 36" x 75° uv10 or 60" x15' roll 36" x 7 5' roll MONIER LIFETILE -0 + A B C FT LAUD Preduct Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate ron[tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete rc•of pieces for use at hips, rakes. ridges and v2 :I terminations. Manufactured for each tale profile, Test circations Pre r1ucB Description llanufr to uret• PA 104 Single ply, nai1-on Protect -O -Wrap, underlayment with 2" Inc. self - adhering top frith current NOA) edge. PA 103 2 Self - adhering undt W.R, Croce Co. OA) Frank Zarloaga. me Rooting Product ConttOi Examiner ?. 2 0303 JAN -25 THU 10:51 A14 ABC. SUPPLY. %.'04/G9. TUE le:2e FAX 581 333 5391 NIONIYAWMTIL L C r Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Ti IeTiteTM ") Roof Tile Mortar ( "Quikreteg Roof Tile Mortar tdl140 ") Goof Tile Morale ("BONSAI/3D Roof Tile Mortar Mix") Roof Tile Adhesive ( "Polypro A H 160 ") NOVICE OF 4_CSSLITANcE7, STANDARD COW➢ITIQQ16 AJmet15toas Vertical Min. l'°x 4'° 11ori� Min. 1"x 4" for use with vertical battens or Min_ 1"x 2" for use alone Mitm. 10dx 3" il8x 2 %" long 0.335" head dia. 0.131 " shank dia. 0.175" screw thread dia. N/A N/A N/A N/A MONIER LIFETILE Test S, 'ccl4icat;j4n1 Wood Preservers Institute LP — 2 PA 114 Appendix P PA 114 Appendix E PA 123 PA 123 PA 123 See PCA 3 FAX MO. 954 491 4489 P. 3 ACCEPTANCE No. : 99- 1011217 APPROVED EXPtIR.ES Piroduer DeseripripR Salt presSure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof the applications. Prepared mortar mix designed for mortar see roof tile a pplication$. Two component polyurethane adhesive designed for adhesive set roof tile applications 4 +ABCFTLAW a034 :December 30, 199 :December 16, 2002 Frank Zuloaga, RRC Roofing Product Control Examiner dvYanufacturer generic generic gcncrk Bermuda Roof Company, Inc. with current PCA Quikrerte Construction i'roducas ivith Current PCA W. R. Bonsai Co. with current PCA Polyfoarn Products, Inc. Table 1: Aerodynamic Multipliers - A. B Tile Profile A t D Direct Deck Application Monier Llfetile Atlantis Shake 8 Slate Tile JAN - 25 -01 THU 10:51 A11 ABC. SUPPLY. 01/04/00 TUE 13 :28 FAX 501 338 6391 MONI R LIFETf..E LLC Produce Roof Tile Adhesive Titefond Hurricane Clip & Fasteners 3. LIMITATIONS 3.1 3 .2 3.3 3.4 3.5 3.6 3.7 MONXER LIFETILE FAX NO. 954 491 4489 b - - i$CF Um ACC>tr1PTA10E No. 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTi p"7'A AND D COiai(II �S »irnensioes Factory premixed canisters Clips Min. 'W width Min. 0.050" thick Clip Fasteners Min. &t x 1 'A" Test 5Decirieatioai See PCA Single component polyurethane fawn roof tile adhesive PA 114 Appendix E 4 Product Dcsicrio Corrosion resistant clips with corrosion resistant nails. MnnuiMi, ur•er F'exible Products (with current NOA) Generic Fire classification is riot part of this acceptance. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS !06. Applicant shall retain the services of a Miami - Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. Minimum undcrlayrnents shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unleas stated otherwise by the underlayment material manufacturers published literature. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. May be installed on $lopes 7 :12 and greater with a minimum of two screws. 4. INS a ALLATION 4A Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations u1oaga.11.11 ` • •,__ Roofing Product Contr71 Examiner . 4 Kiln. ^ar. , °tZO3 Table 4: Attachment Resistance Expressed as a Moment for Two Patty Adhesive Set Systems (t -Ibf) 1 I Tole Profile Tile Application Minimum Attachment Resistance — 33 -------1 Monier Ltfetiie Atlantis Shake iii State Tice Adhesive 2 See manufactures component approval for installation Ft - requirements. JAN THU 10:52 Alai ABC. SUPPLY. FAX 1?0. 954 491 4489 o? i ovpa Tttg 18:27 FAX 581 338 5391 Table 2: Restonn Tile 3";12" Profile Monier l-ifetile Atlantis Shake 8 Slat© Tile Table 3: Attachment Resistance Expressed as a Moment; - Profile Monier l.i(etite Atlantis Shake & Slate Tile IER_AEMILLE NOTICE OF ACC, YTA1JCI STANDARD CONDITIONS - far Nail - On Systems Fastene Type Oirect Deck 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nsil 2 -10d Smooth or Screw Shank Nails 1 mew 2 tc8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 - 10d Smooth or Screw Shank Nall Eave Cti•) 2 -10d Smooth or Screw Shank Nails (Field Clip 2 -10d Smooth or Screw Shank Nails F.ave Clip) MONIER LIFE'TTLE 5 (min 15132" plywood) 30.8 7.3 14.0 30.8 51.7 24,3 19.0 35.5 31.9 ex�ble Products Cempan 11 nd Average weight per patty 13.9 grams. Pofyfoam Product, Inc. Aver ge weight per pett 8 rams. a 4-+ A 8 C [F11' LAO A006 ACCEPTANCE No. !-102.47 APPROVED :December.- 30, 1999 EXPIRES :Decembep -1b, 2002 Installation with a 4 tile heaclap end fasteners are located ruin_ of 2W from head of tile. -lbf) 7";12" or rester DirectDeck Dire: t Deck (min. 19132" plywood) 38.1 9.6 18.6 30.8 51.7 24.3 19.0 35.5 31.9 uloaga, REIC Roofing Product Control E:caminer Battens 4 - 74 115.2 - T ' . 24.4 24.2 ' 22.1 34.8 ., 32.2 2 -10d Ring Shank NaIIS' 50.3 65.5 —1-77:48.3 Table 4A: Attachment Resistance for Single Patti Expressed es a Moment Adhesive Set Systems Tile Application - , +,ft -Ibf) I Minimum Attachment ! Resistance Tile Profile Monier ifetite Atlantis Shake & Slate Tile POIyPromi - 11 &9 i PaIyPrt 40.4g d Lar. a .add •Iacvment of 45 rams of P0I Pro"'. S Medium . • •dy placement of 24 grams of PotyProe". —_ JAN -25 -0: THU 10:52 Ali? ABC. SUPPLY. otioin1Q• nig 18:28 FAX 561 338 5991 ET Lf. NOTICE OFACCEPTANCE: _STANDAR COMP L1 [Oi Lifetile Atlantis Shako & Slate Tile MONIIEIt LIPETILE FAX N0. 954 491 4489 P, o 6 4-4 ABC 1r LAUD br� ao7 ACCEPTANCE No.: 9 9 - lm1 J APPROVED :Decembers 30. 1999 EXPIRES :December 16, 2002 Tattle 4B: Attachment Resistance Expressed as a Moment - r` � -Ibf) for Mortar or Adhesive Set 5 +ate. ms Attachment Resistance I 39.0 1 5. LA •, ELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents requited by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Frantz Zutoaga. Rooting Produce Combo! Examiner JAN THU 10:53 Ali ABC. SUPPLY, FAX NO. 954 491 4489 P. ,,,,.....,,,,,,...... LPL/0v. TUE 1:28 FAX 381 338 3381 MONIER LI FEll LE -0-'4 A 3 C 2T LAUD ib On MONI,ER NOTICE O ACCE PTANC E: STANDARD CONWI .110 NS PROFI LIE DRAWINGS -.,. ....—er...<:::- ---;:-:::... ---. •...., 4, , z. ` -...._ , ..,...- .., %:::,. -,:;;„,....`".., ' ... s '-,. -..;sz...... .. , .............„ s:.•-::-Z.z. .----.,, s '.... OVERM "-,•-•,-...`... '...• .. '*--, '`Z',, '''':,°) . .:4',." .. -.........., ....:-.. .-.....- -,,..... ..•.'"'' OVERLAY ••"-■":. WATERLOCK 7 • 1' •-• ACCEPTANCE N.: 99-1012.07 APPROVED :December 30, 1999 EXP1RJES :Declmber 16, 2002 MONIER ['TIL E ATLANTIS SHAKE & SLATE CONCRETE ROOF TiLE Frank Zuloaga, RRC Roofing Product Control Examirter JAS: - 25 - 3: THU 10:53 AY ABC. SUPPLY. a1. 44/00 •.TU 16:28 FAX 881 338 8391 MONIIER LIFETILE FAX NO. 954 491 4489 P. eee ABCF"TLAUD (Oeie NIONlLER . i,IFET1LE LLC ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRIES :December 16, 2002 WTICE OE ACCEP'AIYCE: STANDARD CCNDITXONj Renewal of this Acceptance (approval) shall be considered after a renewnt apf lication has been filed and the original submitted documents, 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: "Miami -ll4de County Product Control Approval ". 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 occeptance, 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 r.pprove1 has been requested (through the filing of a revision application with appropriate fee) anj 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 ember 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. 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 time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termini Lion and removal of Acceptance_ This Notice or Acceptance consisCis or pages 1 through 7 and this last page 8. END OF THIS ACCEPTAN Frank Zulea3a, RRC Rooting Product Control Examiner Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or n Test Location Uplift Pr.':I Test (P or :1 1 '..k ..A...- "e 26 r . G 1. 51 "-A- ,'F 76 27 52 77 28 53 78 < 29 -- 54 55 79 80 30 31 5• 7 32 57 82 8 33 58 83 9 34 59 i •0 85 11 36 61 62 86 12 37 13 38 63 88 14 39 64 1111111111MIM 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 •8 24 49 74 99 25 _ 50 75 100 Owner's Name: L A• THIS REPORT SITTED BY: Civil Engineer: Lab Certification # 98-0608.04 6065 N.W. 167th Street, Suite B-23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 N -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN LL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 J thA ob Address* I e- State of FL Certificate Authorization # 4100 U.S. SOUTH Lngineeri g & Testing Lab., Inc. • q 4 91)v `mod SITE SPECIFIC DNFORMATION TEST RESULTS P = PASS, F - FAIL Permit #: Project Roofing Contractor: Type of Tile* / ► pg - Date Installed* J h7 1 0 Approximate Roof Height: I Roof Pitch* S 1 Type of Access to Roof Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: 2300 ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: ' ' 1 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. of NOTES' 1111 1 1111111111111111111111111111111 muummen•moms �.......... � �a....�o . �..� •• MEMMEMMINAIMMIIMMENNEMMINIMMOMM ME MEMINIMMEMMMMEMMMIIMEMOMMOMMEM ME NNENENENENNENommNEENNENENER NE NNEENEENNNIEmeNsomENNEENNEN NomommommoionamioNENEENNENN NE NENNENNENNEIENEEmpranombrom NE INIEMENTSMINEMEN HhIUIIIIII IPNiUiIflhA i iiiiiiu uui auuuiiuiiiiiuuii NNEENNENNNENotmoreENeommiaNNN NNENENEmmossaiNENEWANENENERNNE N iiiii�i i i�i�i s u i �ii � E ■ iii IIIMMENNIIMINDINIMIIIMIEROMMENIIM 1111111101111111110101111111111111hilMIPECTMEININ Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 r 26 H' 51 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 i 57 8 33 58 9 34 1 59 I' 10 35 60 11 36 61 12 37 1 62 13 38 63 14 39 64 iVfl 15 40 65 16 41 42 66 67 t 17 18 43 68 19 44 69 20 45 70 21 46 71 I' 22 47 72 23 48 49 50 73 74 75 ---- 24 25 Owner's Name: Job Address: TH)&REPORT SUBMITTED (Y: \ - JcJrge Du Quesne, P.E. Civil Engineer �., #24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 sL3©' ©: ©:L 'RZ CJ SO'E SPECMC EIFORMATION o Civil o �sict .i a HrasLzar.?ia:.. Roofing Contractor: D .. � Type of Tile* f Le Date Installed: Approximate Roof Height: feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof: ft Required Testing Force; 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested' IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. TV- :s PA 106 TEST HAS BEEN PERFORMED N Fu:_. ACCORDANCE* 70 :3EQJ 3tM:-NT5 OE DADE COUNTY, W H NO DEv:A7:ONSs. ■ Ladder `, sSUL7S =PASS, F =CA" SMTCH OF ROOF ON SACK Permit #: ic/® Si a126 Roof Pitch:/ Other Please Note.: This ::on is not valid Company logo aps:;ars f color (burgundy) 7815 S.W. 24th Street ° Suite 109 o Miami, Florida 33155 o Telephone (305) 264 -1425 o Fax (305) 264 -1426 5KETCH OF ROOF JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES' JOB 11 � 6 U� -• , �� U • SHEET NO - CALCULATED BY Cre. CHECKED BY DATE SCALE OF DATE 1( ' NOTES. ME On WM NSW i212111M1 , .22 U ■■ ■s Emu" ' NM NM / la midallamilln ii NM vim" Murex II I MEI 1■ ° ■. di el 1 _ ,t ! I % ■ Eal rte.. , _ � r '<Utc 1 • VIA ® si „ � ■c . , ■ JOB 11 � 6 U� -• , �� U • SHEET NO - CALCULATED BY Cre. CHECKED BY DATE SCALE OF DATE 1( ' NOTES. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 uilding Inspection Request Da( Type Insp'n 11011 T .71 � /cc Permit No. P �i'4 ° q Name ;Pr nQ Address (7) N 7c, Company 72)&;.,2}; Phone # Inspection Date Approved Correction Re- Insp'n Fee WHAiVII SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company ' Phone # Inspection Date Approved Correction Re- Insp'n Fee BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.89,2 Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City State Zip Thnant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO__ Contractor's Company Name Phone # Contractor's Address City State Zi o Qualifier Architect/Engineer's Name (if applicable) Phone # S Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑ New El Repair/2eplace Demolition Describe Work: t Submittal Fe S Notary S Scanning S Fee Now Due S (Continued on opposite side) * * ******** * * *** ** ** * * * * * * *** Fees **** ** ** * * * **** , ** * * * ***** * *** Permit Fee $ . .`7 CCF Sr L t % CO /CC Training/Education Fee S (. 1 6c, Technology Fee 5 '� Radon S �� Zoning Bond 5 Code Enforcement S Structural Plan Review. S Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this The foregoing instrument was acki o '1e\ged befase day of d 20 %, by day of �, , 2101 , by...) � 1 m this / i who i0 personally known to me, or who has produced who is personally known to me or who has produced as id tification and who did take an oath. As identification and who did take an oath. NOTARY P LIC: NOTARY Sign: 4. c (- ,‘ Si Print: �r ��: �- • l�l %'t' B ryon L. Richard �`1�G�:COmmiec DD153223 My Commission Expires: =w —4 Bonded Tiara * * * ** r * * * * * ** t * * * * * * * ** t * * * * * ** v > t `lme. * * * * ** * * * * # ** * ** * * * * ***** *acre * * *** * * * * * * * * * * * * * * * * ** ILI (Certificate of Competency Holder) „,/ State Certificate or Registration No. Certificate of Competency No. ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 I r,r L Owner or Agent Signature Rrpires Sep. 24.2006 My Commission xpires; Contractor ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 173 3 1 7 211tIk Plans Examiner Engineer Zoning C©. No03: 1 7.43%7 SEtDpaAggkOon) • Q.AspalciFibzq,, &Inez* MCI RtazT Area Cit Fr 0 6 SECT80 1625 8-55CH VELOCFIN NURRMAKE ZONES LIME,* FREVI PERMIT APPUCATION ROOF CATEQ . : O (Hani-Ceille) ROOF HEiGHT At SYSTEC`,,9 IISEVAIWB plinaleiTA7 FASETENIA WPM- DEFM98 kb Address: • df • gdazal ElcoffsMicsd Shine= a.t Sladwa ROOF TYPE 0 Nmula6a-' Eici-mafing 0 Et ecoveraug * REIM; FEIE MAINEg 0 • vwx.141' tAce a300 90 A1C0 5063 11 Eggs-ma comsw CF3T ASS 7 unding auzificalon cattoly Ow ASCE 7-53): AIL (Draw doZollgs es noetIod) 5\11.ov...sF-Sal SE© Rad A= UM 56d T (V) c , • 5- 0 (1) PemleNo. 0 D4 ai.7: 8 E 8 i 0 1) 0 g E f—**144-":71 c Itm.00 1-4 6 0 --- ---------- ___ . _.... Root' Systesvi Manufacturer: Notice of Acceptance MISrditta7: 02-1211.08 Minimum Design Wind Pressures, N Applicable porn RAS 127 or Ca2cu7ations): pl pa j118.9 p3 p.18.9 • . -------- 40 4 Li:al:imam Design Miind Pressures, (R.= the PCA Specific system): j • , Roof Slope: Peernater High Velocity Hurricane ZOki MIAMI-DADE COUNTY BUIL Uniform PI oofing Permit Application Fc ING DEPARTMENT ELECTR MC APPLICATION 3 D 1102 OBopad Roof [Wean Hoight: 9 I — Ridge Ventilation:11 ffielbad of Tile Attachment_ Adhesive, Medium Paddy Flexibe Products Aitorrt:to To Attachment Method: Ciip Spacing for Metal Roof Parcells Field: . 1 Perimeters: j Comers: .1 Page 4 cal System Moped System Description D31:4( Typo: j 5/8° Plywood N.7 Alternate Deck Type: Underlayment type: !I#30 Insulation/Fire Barrier Board: ljN/A Optional Naiicble Substrate: Fasteners: Cap Sheet Type/Adhesive Type: POLYSTICK SELF ADHERED Roof Covering: !FIAT WHITE COLOR THRU TILE Roof Covering Attachment Method: POLYFOAM Drip Edge Sim & j G eueo: 1 3 face 26 ga. Drip Edge Fastener Type: Hook Strip/Cleat ga. or weight: N/A Drip Edge Material Type: j Galvinized Metal Page 11 of •a• ://www.mia.rnidade.govkildg/roofrig_permiting/section_d_3.html 2/111/2004 High Veiocity Hurricane Zi ne Unifo Roofing Pen ia Application ForM MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTR*NIC APPLICATION For EV,aent booed siotcme, ohoae ether Method 1 or 2. Compere the value3 VOT r with the vel es from M. if the Mf VOIL103 are greater than or equal tt the Mr values, V each ace the roof, then the the attachment method is acoeptab@o. Sacgon E Callculati Egethedt "Moment Bawd Tile Cale lations POT RAS 1270a n A[.24 p 2: 100.6 [.24 pl 0:11100.6 424 C,2ethod 2 "SimpalfZed TOED CegouJetion Per TabE Required L']oment of eastahco gE),(Jr)) FF 7K tt© 'Fable Be50:: Mr r equired Moment Resistance* . 41.43 i5•53 no my: 40.4 je: [tiri: r5.9 [mop, Egf: 1 40.4 5.9 tori: !I18.25 A riff: . 40.4 Pegs 5 32.2 Mean Roof Height in Feet Roof Slops 2:12 3:12 4:12 5:12 6:12 7:12 15' 34.4 36.5 32.2 30.4 28.4 28.4 24.4 20' CI( 34.4 32.2 30.1 28.0 25.9 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 28.2 30.5 40' Dx 42.2 39.8 37.3 34.9 32.4 30.0 00 °Uhto eTab53 Ene3t usad CIONEIfigitCni usMh a list of moment h`teed tile oyetexo endorsed by the FOli'JO A Magnty Board of Rules and App e]s. NOA Mf: Page i of 1 http://www.miamidade.gov/bIdgfroofmasermiting/section_e_3.htm 2/11/2Ca4 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.11 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for 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 exp.ained. I 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) 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 a dressed as part of the agreement between the owner and the contractor. 2. Renailling Wood Decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Bui11ing Code. (The roof deck is usually concealed prior to removing the existing roof system). 7 //) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring n its ( townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or own r 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 view d from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may c: 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 orig u al roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): required It is uired that rainwater flow off so that the roof is not q ve f oaded 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 acco s ance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the tte'or 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. Catotactrata . JS¢tyagostmo=nUOral Settin6A Temp l Temporary Internet GlIts ContenL1640KLBAPPRSECIION I5241114 Contractor's Signature ,II%D:NC COW', CCC OFFKCZ (Ce) uCr CeN DIVESt.314 F,CiTi:rfl: Cr z_C.CZIF " - iyac; 1.44R.4 5.35 NW Strfn.: 71r., :33/M NZ SA1:1 (Our, Q f3A iviETS:0 FLAGLER auti.niNc; W2.ST FLAGLim STaEIZ:T ii6eJ:z! MI/kW. FLO.R.HDP., 33130 (305)375-2901 FA;( (305)375-1.902 This NOA. is being issnerl urvicr the applicable rules aild regulations E.overning the of construction inaterials. Tht dewmentation submitted Ins been revicwed by lvliarni-Dafie CoLrity Product Con:rol Division and is.ccepted 'by the Bond GER!Ales and Appeals (3ORA) to be used in Miami Dad County and othgr areas where allswed by the .A.Lif city Having Jurisdiction (AI-15). This NOA. shall not be, valid after the expiration date stated below. ne Miami.Dade Ce.inty Product Co ya-ol Division (n Miami Dade County) arid/or the Al I (in areas other than Miami Dade County) reserve the tight tC, nave this product o'„ matttial tested for rlaity assurance purposes. f this product or material fails to percoma the accepttd manner, thc nv7.A.nufacture.r U trtcur the expense of such testing E:nd the AH1 may immedialy revoke modify, or suspend G use of such product or material within their jurisdiction. BOVt reserves the right to r:' . :his acceptancQ, ifi is determined by Miami-Dade County Product Control Division that this product or mate.rirl niits tr) me eE the reo,i.tirements of the iipplicabie building- code. Thi; product is approved as described herein, and has been designed ti comply with the High Velocity Hurricane Zara cf the Florida Building Code, AB3. Each unit shall bear a pcmanent 12bel with the manufacturer's name: or ;ogo, city. SOL': and. statern.: C.,:our roer 'Z Approved", units: otherwisc noted herein. 7 of this NOA shall be considered after a renewal application has been filed and there has been no change in :he applicable building cede negatively affecting the performance of this prcduct. 7NATION of this NOA will after the irion Cate or if there is been a revision or char ry. in the rnriI, A5e, 81 Mariorneture o Ow proelot or pFOCeSS. Misuse of this NOA as an endorsement ofay prorlueT, r sales, dvriisin or any other purposes shall automatically terminate this NO,,,;\.. Failure to coryl wicr si:ction of this NOA .thall be cause for termination and removal of NOA. AIn;SEHT: The NOA nurnber preceded by the words Miarni-Dadc County, Florida, and followed by tilc expiration date may be disolayed in advertising literature. if any portion of the iNi0A is dAvcd, ths:n it shaii be done in its entirety. ',:r.NE:f"; A copy oifiLle entire NOA sha!I be provided to the u.:er by the manufacturer or its disirOutors and shall bra available for inspeetion at the job site at the request the Building Official, ThL NOA consists of pages through 6. 'I he submi zed documentation was reviewed by Frank Zu1oa, RRC 7.1 iZO(. FING ASSEM13LY P PRO V \L CMc et Sub-0 'atcgory. Flat Pro(ile itfing Tcs Concrete SCOPE rerieNY, Sy'Ct<2rn \4c - net - Lltetlie 1:1:lake S.:. Rr 11 a5 manufactured 1\enier Lfik LLC and dt in Se,-.ion 7 of thii; 1 of Aceer.tance. For tyhere the presz-tnc Code do s no: exceed the desigr press;_ae values ....1)¢3ir,ed by c i compince with RAS 127 Ugir g tie values hstcd in section 4 herein 'The niJacliment eiilc1: shall he done as a moment •)ased system 2. PRODUCT DESCRIPTR0 Nialiuizctuved by ‘pplicant Monie- Liktdc Atlant s Shake and Slate — tie Trim 1 cees 1 varies V; varies thieknes: 2.1 SUB:VIE Ev.11)EINCE: Test C'efiCir Redlant Technologies • - Cc i ter for Applied icc ring, Inc l•hc Cci 1e7' for APP`i!cd - 7'c Cc: ter for Anpik'd En:zinc:ring. Inc. The Cci ter for .A.pplit:d Einc rnv, Test 'Product PijII DCSCrplin I 15" I 10 thick Tect_121ciititicr Api -03 ;ndiy, 11: 54 25 0 25 2: .;•094 5) %. !). iriteroclong. high pr? c:rude coneTcti! shake 3nd slate roof nut olei Foy d;rcct del;, 'molar Qr appi:cat;or.s. t TOO f pieccs foc ase and valley terrroriat on.; '.. for rach tk profile Tct N.)) Statir.: Upit it Testing ;02 & PA i02(A) ijp1ift 1 PA 1i.! (1\lor Set) (Aditcz...i.e. Set) ` Testtrtrt rik. 102 Deck, Neki Luvc PA 102 Bite Testing FA 102 Dif Rceover:Reroof) e Ccc. Aar. 1994 May 199 Oct. 1994 Oct. [994 Oct. 19.i4 NOA No..: 02-1211.013 Expirztion 12tit5itii App7ovnl fe: 0119/03 ! or 6 "he Center for Applied. Engitic::r ing, Sic. The Cente for Applied 257183-5 ti Uplift Testing Pcb.: 995 Engineering, .,33C, PA 102 (2 Quik -Drive Scscws, Eatterls) The Center for Applied 254214-1 Static Uplift Testing March, 1995 Iiriginea ring, Enc. PA 10: (1 Qt:ik -Drive Screw, Direct Deck) "'he Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 tinginri ring, tnc. PA 102 (1 Qu -Drive Scr w, Battens) Itedl nti Technologies 7161 -03 Wind Tunnel Testing Dcc.:.991 Appendix i1_ PA 10B (Nall -Or.) F:ediand Technologies ies Letter Date; Aug. 1, 1994 Wind Tunnel Test:rig Aug, ' 994 PA 108 (Nail - ©r) [.edland Technologies P0631 -01 Wind Tunnel Test:Ag .iuIy 1994 PA 108 (Mortar S. t) Redland Technologies PO402 Withdrawal Resistance Testing Sept. i 993 of screw vs. smooth share nails The Center for Applied Project No, 307025 Wind Driven Rain Oct. 1994 Engince:ring. Inc. Test #IMDC -77 PA 100 • Professional Serice 22447099 Physical Properties Sept. 1,994 I ;dostries, Inc. PA 112 Celotex Corporation Testing 520109.1 Static Uplift Testing Dee, 1995 Se •ice 520111-4 PA 101 March 1999 520:91 -1 bb'alkcr Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Moment orGrztvi ;.y ,Sept. 1999 . alker Engineering, Inc. C,alculati 25.7094 Fcbnuary 1996 Walker Engineering, Inc. Calculations 25 -7496 April 1996 Wal:cer Engineering, Inc. Calculations 25 -7584 December 2S- 7804b -fi 1995 25-7804-4 & 5 25- 7848-6 Calctrlatitjrts 25-7133 March 995 \;raker Engineering, Inc. \c•'allce Engineering, Inc. Wailer Engineering, Inc. 3t�tid ;"`G,u A e,nuN 25-7183-6 31I1 -OCT# c iv . .static Uplift resting Feb ;9 9.] PA 102 ( Qvik -Drive Screws, Direct Deck) Calculations Amdynamic April 1999 Calculations Two Patty Adhesive Set System April 1999 NOA No.: 45-121 2-193 E:iR iezttk i DnF`.c: IL/A C9 7 .A, ?pre,vzt lDnec,,..: C l /C9/03 Y � v 3 68bpi6t)096 t.t' 6 �=1K1 T.T %r. 4. (' , ,.1..Av 71,1`;' $.I ikiloniier Lifetile Atlantis Shake and Slate Concrctl: Roo Tfl atd:`s its components shall be installed in strict compliance with Roo(in3 p pplicstion St2.ndard 111 118, 1 :' S 119, rind 1'AS 120. 4.2 Data For Attachment CaicuI:itior.s itiioni,ar hifotile Atianlis Shake tlt ( State rile a ib 2: s 'ti 0clyrrz,rnic rs - q131 r y srr(� R Y Direct Ce t, I iv3oni +,r Lifetile Atlantis Shake c Slate Till _ 0.24 T �t�� a i monies. l,ir ;tt'le ;AlI nti� 'monies. .31 Slab; `filo .•vr 3.1 Firs caassa i>sation is not part o( this acccptancc. 3.2 For afore ^r or adhesive set 1'1e applicazic;ns, a static field uplift`. 1s! shall Fed rcaef,n,; inn accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami ^Dade County ert.ifled Laboratory t.) pe?ioi'ta quarterly test it ac oed`ncc with ,' fSv 113:, appendix 'A'. S,ioh testite, shall r ; z E!i t/ ate 'rl Ci the Builciinf3 Code Compliance Of'ficc for review. 3.4 Iviinimum i'anderlay rent shalt be in compliance; with the , .ppl iot ble Roofing : apptica:ians S I:s.ed seetioa 4.1 .herein. 3.5 30/90 hot mopped undeti layiwtra applications may be installed perpendicular to r1hc coot :,lane unless stated otherwise by.ilzt underlayment ratteribal •rri-).rauracturer3 pi blasl�� ri. litrar ?lire. :3.6 This accept rice is for wood decl; deck. .;:_(„i iirtro,`_:T_lt5 shall 'bit in compliance with applic „ble building code. '3.7 May be installed on slopes 7:12 and greater whh a mi .imum or two screws. b -)b1 ? 1: !Average age t t MiT^.12 ( L;?'id S: I > ' He PE' x i.e ( ° t igfii.W (; F, L4e 3: ;f r flos't�cr irq I � l�r, . !omeiits due �.o Or u 4 y Fip (fit_ €iw,) x I 319 :11290 t 2'9 5 54 i t 6";12” f C^. ,1L t� m..� f I 4 c_lra_'tC:5' 1 lbirvecl Deck rt?irect meek b Urecl Qt�c.__k__.j _ Duvet t?eck {rcclrocs �.I s 6.t3 _ 5 .� L ___a 5.6 _ _ 3 , Jay L ngt'1 1 T {aaiWh -vt t. 1,25 I° 0,665 Zs: leis-20,47;R nn:n: 12I: / '/ lv ^Bpro'il;3L (C?,z.38 ^s: 0lr, /O3 6 68't'I6t' 6 (737:9T EOK /it/ T _ Tor N,P2 '.',':y1 1 , He f,' P 5132" 7. k 12/32" 1 pfd) p'„,,plitfood) Monia.r 'LWeille 2-10d Ring Shank Naii 1 ;7 • M.1 17.2 Alan :is Shako 1-106 Salooti or Screw 7.3 9.3 4.9 State Tiie Shan!: Nail 2-10d SmooLh or Screw T 14.0 13.8 7.4 Shank Nails 1 1 t,48 Screw 61 7 cretd! 30.8 30.8 2 A8 5i.7 18 1 iOd Smooth ov Screw ; 24.3 24.3 Shank Nall (Feld Clip) L _ _ ____...,.....: ._........_ ,.,.., 1010d Smooth or Screw 1 9.0 19.0 22.'' Shank Nail (Eva Clip) 1 2-10d Smooth cr Screw ' 35.6 1 35.5 341.E Snank Nall:... (Field CO) 1 2-10d Smooth of Screw 31.9 3 .9 Shank Nails, (Rave Clip) 90 a-DVd 2-10d Rino Shank Naffi 50.3 65.5 ri with a 4" Ma hearitzp and f•Esterne.us aro located 8 Min, of 2%/1.' from head of tilt,. Tata!'e (i; Ablochmon Resistmce ExpeaSed as a F',.'L Nif (ft - I Co; 7'.r.•c) PR Acrileit. Sea'& Syer.,r.s I _ Ilf,le PFOgilie I THe /kopEcOlorT r V:,.:1r imugni',V,a Monier Lifettie Atlantis Shake & State TIlc. kdhesivi.., ...„—. 2 St;e manufactures oornooveni approval for installation requirements, 3 Flexible Products Company TileBond Averave weight per pat)/ 13.9 grams. Polyfoarn Product. inc. Average weight per patty 3 9rams. Tafae 0-A: AttalChM0fic: nosiscIvIce aoressed as a 511..orman - Mi (Ci-lbl) 1 . Tlie Primile 1 Iiiz Applicekm itilinimum 1 Rs::.-..istrzlc;e, i Monier Lifetile Atlantis Shake a Slate Tile , Polyfro ------ 118.9' , . . PalyPro 4 L d — •aRspa v p voorpont of 45 grams of PolvPro '5 mtldium paddy vt':cement of 24 grams of Poiyiaror'4 . ResisinIce Elnorcsseci as a iir.omeni - fois rticzas nr Massive f.val . - Tiie The acsEs,„,nc._, Prcao At1aatis Shake & Slate Tile S.r.e 3111-0Cifl cav j chmt NOA Ncm C2-12/ ELI:piTzttEon PA/07 b_ppzov6 Li'va(e 693 :9T P200z / I 11. tiles shall beat- t tmprti ar idcntifiable zoarkirQ of thc 1 narat.: cc Iwi ittaternent: "iViiar. County •:)f0e.;LICt CCriteol Apoi 1,73J.1LiN(Z3 is■.c or building anit shall bt aocompa lied by oopiett °utile following: This Notict: Acceptanc.. 6,2 Any othct rluottrnonts rt;tquird by 7.tl Buitding Offioiat er Applicable boildinl code n ot'der to pTepelly evaluate the i:utallution of this — J?RaFxLE Dat.vmNGS !" • .„ •• • •,. , • (CRLAY so. OF 'MI'S ArCTNCE OJER ATLANT:S & &LATE' CONCRE AOOF • 2 NO. provnl D5: 3t-GE O3t/ 681 :; I F..111.1.7 MOJA MEC) DISEMIG UWE (=DV-JAME aTiliM (=SD (MNIUM., Tams= NO1[1:M 01 ACCLUFMEZZ, PoWit? 11.0,4 2 1Lyom IMve gayET3y, 5V This RUA is issilazlim& the sylliliczab'da reas anzl r%oillaticza govmiiri,3 um of ccranc,Dotio tmtgrisls. The docisaaz T.12 1:Ln- E37.zu Mizzsi-3 Comity not= Calo DMdon ar_lacegrptc,c by tdlo Escal aules Aza2m13 (ETIA) b3 mat Miairj !bee Caimly cad. ct h? areas whore Am-a by the AvitLo:Htly HauLg (AD). 711)„is NZA ll1 ast vslie aftez eapirztion dIsge staid bbw. Tho lemii-Easf3 Cy Prol1tr2t Coavoll ad'KM g Cy) me/or &(.4 AEJ ( Dnee Couziy) arloan .rd' riffat to hove tifs 'rem w al? q1 aa If c66s pree: CT ira;%1741 Elez tZD pgrf=liZ ET2 of vsin irstca2 t113 3F aigh th:?. AM ilammliazo^dy rauck3, tasilZ4 sx uo3 of si E=fEcIog Etmtozial vii&ot tearzzrjuictiom, 103A ov tte ri& to iwid:sa 'this M:4i if ks eet by Miatili-Dsd Comity Product Cimitrol Division thr2t groduct orLcc tz Em 61 relpia of tho oppRicsbRo baiElizt c Tkpig Ry3o= a:(,,,q co (g1 1=, ° to c(42,,D4t7 vita t;t3 High, VeZzoity Norricaz3 of a Fayii2 Ifj Coda - .L'.'::::21_721.:Cag lit:Tr13:s 7 fi Ra5 TET:fo7Loy . HeADMIEGg ]EC oh basg a p-mmt llob.31 with th3 imatigactalger's rom or Rap, city, exte smd fogoviira2, " • , 7-aEaci C.virty r©t Comityal AFFrovar, in/353 ocol3rwise =toe W.4.1 dais NOA shcllE 3acT- ran:47,01 Rxiligadom Pro kosi EiM and Th.,-*TIP;'; bon 'no dl tl'1 colo a3c1a73Ey abc Cie , ,P"'Or of this poatzt. TELTEEV2WAVAYN eZz NOA vATE co= Q13 a53pLm cr t_t_d4 dmago f IMtwiELP) azga2 of a3 gran/ 1P2$. e IMA co oadarbmati ofomy L=emt for salw, cAvsitA,3 ay any aixpis_vocas shaR1 auttzliaticay 415M:m53 t NitA. aliitne to cox-Ay c-viga e this NOA shmill be CfrITZL''' TCT sal ETA ft.,110IFEI M-AnKTg no NSA ty th.,3 v:zats 1511ii-aa& ConV RoriL, feRmool by th3 Quafrov:,= & w put:ion of the NOA f dayinyd, d's:13 La its caty. PF.Z42i.aNt A cor of 0,13 wiJAK3 NOA clan 133 gzovi ■kti th3 trza by tIn minfoaraz drIME=Ts arailcUa c..1 the job aft3 Eat 12E3 rewast of the Ituntling, c aftp7x 11 tir It3 DISMDSt:i datnzagisaa erg -- IT aSsoss, EIRC IMAR22 COUNTr, AZ:MA MO-A2 FLACial %LEO= 1X3 T.-AM...ER MEET, sizm taco DadAMii, FWR1DA 311 ao-nz (335)375-29W FAX ,1335) 375-2M KaApo k, 1± ia7f32 11 ef Llasgyo Camma lw Awasv.A11, 073RffIICL= ° , 1 VMAWNIV. 2-51=iv Llr112 ET IULC IULC 3.1=iS2 KU kaTI.Eq Tackags Rai All T'GchaaRc.9 MOBIZE IlltLECTEFEEZN yr32.icts amol.'w1h3NaN YsliOVI VI= isatzisy= lysticl tr: JPellyzeca vi`2J undaskyntzlt 75D 3' 41 Ells Czicl't acIIR: 65'G" 21 3P3)/ nas 32' R7' 211 10 =Is Q:ric Ma: 65' t" 3'34 Llevfnaz3 Uazd—Linairra APP 2e1 OR 476.6.C.OR-R R756.(MOR-E EIREORRI1 PREMIX ASTM D 19170 TAZ Re3 mn..d ATID 2,970 TAS 1103 fiDc..70 ASTIlf ID R973 Ti 103 azi AMIVI D Kag NwpfP47;14 Tt5 ' TA ]1U 04/27/.0 ASTIVN I 14/011 ASTM D MUM ASTM D 4977 01/3R/02 A pRptlyl.s-ma t 07X1=, MESCikrtaa, SI* prr undi23d bitioninints zhaz1 grialkiial as an 12iigirlyal= day,{A 1rCe r DagigriZe CB cal ice & T A gmant.T/a. a1 tap mai= pzlyrn:w azefifif.S., Eagutico z bit oka8 niftcria2 Z3S, undeglayinz2f 173Rzyzi wag' Dtsignwl Eig, yak slis-Ls1 aze az a 00. rmiti1c umkrilayuntant. A Lmvy aelTasEc.:,- Al? g.011722-.1b- Mazglazi3 ec;77 alma faT U? az an urdariayment in &pad resf ammblios. D;;zig=1 as a a Feof narsleslayyna8. A rwth �d 2,e111- Edkgralg,. A pdliyEanitladifi4 al5Q'OaS EATe2T=Ed, itINZEfilga Esterial fax ala aai imdzrlayaz= z3s ungthIblea. anis] leasEng nrai rcsRile unduriayamt. NalA 02,--MLOS3 aprolpn Dee: G9/11T5 kr :11iNfE2 GT 4 IR A 133a St s.;`3e Clza ppies of ASTM ID 226 Typ or MI6 D 2626. gaaamircag Nails as t':s caps l2' gid 66. c.c. a4 laps. (for ban slit oat!) lystsa is K sa1f-hk . Il o ALE raa Ea tila d3E.t shatE cLa madly orzzikai g • 3 kaas. Elo-fcztam any lcoso ofao 3 panes, ands d =E CE b nova my dust des; { rEer to application. 2. Plaza tha unilayafrant over inarsal d add is a=crelanoe with IZAZ Z. L n co.rr of MIztirs= gaTaER, l ate x II tha unam a to obtain mr: sm cents. -mva Eta Trailozza . nL a tea =1= ns ad.. .A.11 Taps erAl En a mini= of 1-Y2' =1=1' Ercp,s3 rag a fl fiT Y i,n ' ;n. « er G.° LteU tff :i : �-ft a titED pima aaff ?r g gkits. WhZZA Erydyfaz tea EME,11Mg in en mlilay, stnrt g to Row point and We ll if) h'giz pones, roEai; tka .aM r 0a 711'd in >a t thous. e lea r rrid;;a awAlosilions, caTsce tai zazamtgazo and roll f oist=1 it "u dirr aaa. a Lia an tam Gazte sue= u law a ^ "tin mem% giva ail l attaam to lap Ems. 7. ' e l a o l a van pips, =Ego, c a l o w E r L d � boas i3a = p H s = w i t h a L Asa bly o fm3 PraiEC3 Coratoi Notioa of Acouptaloo. o G1IlIl protrui= ¢r ratm e lit n ad With a 6 piasa of r de4yart. a? °II`aa faohine t.pa smi1 1aa tamad pE=a as& formm 2 & c P. a IM2MiZEI to atura €r ti a3 fit. seo=td l.ayar of Polyt c s ellaU (° cRpliad war taa ar . ila t. Ea 1Fi rc of is , —,tiara is mat pra off t'hlis agaaplanaa. P©y Ele4wlol 1 mil EilefiX way aa , .w Lil r i V s:La, Vfeted ckAggS d s , ncr.)-orol mataR =Ex s^ taro. Pollygok P riall not b3 rid s raft tiEa undliaynasrut )11,a aka lQ-2 LI G xar v:?.h bad, cs i a , 4a Poly g:k - , d.aa0 EcY- t D a ol.ma oiLry maw. °]a2 dads s>i 1Sa ©tP P ys k l rusttaa a l)1a 10 az (misting roofun a. G. sasH zzt l ieR zw,mar,1 as a tamperszy real' for laritia tisma n drayv akar aygEiQa.ti. My3tick MERE., MU r abM la Eaf OJTZ3gt ES a tilt-if . ,7 7 roofs for hyrow as , •yg a applzcan . . NOA No 026C3.C33 grFIT-E2on @ 3J kraH m 3]TidO72 Pea of 4 Tf2. Prof Es 1 1 `oEwz —a I IIU Y t t � EK Pau po k TJ Flat The 5 ]i e& Tile P Prohibited 5 5:12 r r N No Haft:v 7. In roof till application, aztz hw the atchnient resistance of roof tiles era 21 be es set fork in the roof the amn c'tiat;r's Notice. Polystiea'ICJ and IVITU any he used in bon eZhesive set and ch iiically fasted roof file appliceons. Polysack III•IIY/ I X is limited to any fastened roof the applications. The ineRiatim roof slope for use as :ruff tile undidayment for (direct-to- dec ?..) take assemblies shall be es described below: Cme slLoa¶ l 1,1'e te>l n elniZIS the Heading procedure to Fop foot traffic to a rifinitaum and to avoid drying of file directYy ran ne uata r eyrne nt. go Refer to I roofing, system PaTitact Control Notice of A ce for Fish a ro l' of firms product with spacific pd roofing products. yst c ?, PR/ 111X, 'TIT, k DAU May b irked with my e saved roof covering Notce of Acceptance listing Pelystick 1',1 1., Ti U, ETC MU as a component part Of a e s e nbdy i n the N o s e of Acc rce. IIf Polystck P, a/IL c '� U, & MU is not listed, a ar. 2 may pie to the Ao<sority Haring Bari fiction WAS er the Mi i -lade Czeony Product Cant o1 Department ient ffor e -, 1 povided tna t epyrnapyiete docenrzfrntic22 is p vided Ean dL^aifl compzhility of the pzo :Le s, viral u slix resistzace, and fire testing zesulw. iG.A.I3�ILff�cCi7o R. All Fines es shall bar the inwint or identifiable smltr`:cing of the as enufectur&s tie or logo, Ole Ffi rni -'fie County logo CT to following statement: "l ieani -Dazle Couttty Pooduct Contel A vre ". 1. Applicatim for builazg pisraa ,t safll a e& by copses of he following: lob lla Notice of Acc.Vsance. 1.2 Any older documents require& by thew sting (neia1 or applicable building cow n ooder to properly evelutt Vne Lnstnllation of this as rnaFs. 2ND CO 7rmmS ACCEPUANC2 NEDA I Te 02!Mott s0 Erplrefion Data: C !ITi f .A17 7o©ail fl137/32 2a3e 4 of m 11 00:1.0 ME y64 1104E FRO 11.107 aTe PtAyform Prod ciE Q. 24t 1D St °D1g —i Ebne? El €51110.Q Spdag 77303 -2,132 Your tpiottmdon aQ Malice of AgeapR Tog Via) cafe tem atcptr C & of Mi ff ©t sde County g vegiing the use efAP.urRnEe MR.gOth d Typoa ©k° e =mane r eneepance by tbe Cour t y Cam@ Coin 'lac BCC aditlorte specified he ta. APIPR©' D: 1 MUG wa 7,v envnan R7, Y'd The app8acg4agn ibT hodavg4 Appru aQ Q��s ford i above. 112e4Sa0011 es" �9 ;,!oz 3 �o z �auo • FaII�! 1 } �®F�us©i o . B r3C� . 'I; 17 is MCA phi amt vaijac a At t @gRAra aom stated 1 tte4 ve. CC Ptah i<$3 Q© we � �@ pFeduct �a n10 a2 my time ff> of a ©bsite CT tra ��rad¢uB s pi�,.t for c2a Shy :gin s:d tartan . IF this pmaiot or. a , tethi eIID Ea tasmdorm in the ap ed : 1 r BCCO may a �. >f modify,•er &zap: �1 3 ki c l snch pmdurt : c3 ateeea8 � iatoIlgvm ACC pr righ¢ � oka th oppmvcii iz a� ege ittge 3CCO g s is pmdnE of M eIci29 faiis (to meet the t �ii11`� d° { ri et S 4att�a f' flit to , atli in C @dc„ The g�cp� y of sa�nh � tuns wiii incurred by the naanaa���a s r. CIWA c _ . Q ' C¢i�f. NC #, , L.l�Q ARO -DD2 cru o tf C�-o 0A Vaille-DADE FLAGLEP . f UBL �; Di MP O-DADC r A oLeri, DUBC.zi& g P� ® VieST FLAGLEIt num 5trrI: min MS) 375 -2TM FAX (M) 375.7, $3@3d 375-1,n9 0'A.K isoss 37.54,8s • as3o1J' G ` cNIP011 24turd' IDevil m;4 (� @d9 X15 -2 =sat) FAN OS) ”S iaslmi R.odri tiez Chid' P' ©cut Control DiV 0�i191i ? U002 s Ilan YINIR 6 C QkVntaTgE n • ken Favyaeo ed: by to BCC° appr Evad ¢1aaa Bttgfle is , uzed EKrai1= C©nos¢y, lorti dev the coariiti A Deter Miami-Dada; Camay 823i111.1E n Code CGIIDidI6Une5 or • eDUCTSo ENC. • ® � . ME OS: n.D ,P L.11 070 2.092 tCG pi, �3n sl N.03MEIG AMSMMLY APPOW b EnE Pdvo 62 PT0PaeHAG 30 H 0g 2.2 TMagal Avg P ;zoo wow- Absinflon Moist= Vzpr polyandtwo • nppa @vim PagyllweD aN,1116B as amilgItzgasvd P @OF Gamtlzgfit3 azi •Uctnea% 2 oar $Gg Ni k¢ n ; =pensiego For the locatlit . w'itere lEsn ptgasgm requA mants9 datev 11210 by applicabio building co cl °: Etat ixeeefi lave des!. p r i meg obmene1 by alflcadma an in *ompiiartce with 1I Applaegl a Es; 1 fif79 fare 11.S0 w A fipprond &m6; and high In s Zdees syston meats clypTen AE Vials zie ataaawgzat ons are done as a moult otstem Ogg zk agle pagy *Erzamestk awl as 82 abpflaft imcd imam for d • 2W e paw sys 2.11 C azimpana+ ' qP pro lc b a([ne4Bm -0 thnr so Any Counw Pmdu.ca Coza W flow-cep ::ti R QrTib Aprin Oy heiubg, a aupt a N tilt% h Hat upIoait maim= dales 'with Ihhc gu aq, fro A11160 =CIA dhashm. e2 aDaDop Imo ti CO 1521 ASITA 1 s2 AMA 3 ln A51144 18 96 ASTM 1126 ' PAY ®l Tw estragienez B p @lyurerlanes Digp ensin8 ua[ mc; l 6 oG Ciffi,a • 8 PSI "Sare1z6 to. TiG •H PST c ndEaulnT eQ else 28• 'Sl :Parallel r® rise P ?MSIsla :!-0.07$ Volum Cisnelg8 -40v HiamOtCSJ , 2 0¢5 ks A Predamt Camel In1 a2 02/Pyi L eV:2,0 L BT3 no62 MUM= 4PDADD1UTOHNC. . V Mak:: ph73 go.F4 pmpraw Mad BC(Duc arc Oezr as typigell Evanga wag ea m claW by ompgad ASTEK ftsa uunthodm and arg allat*ct no aus; innaanchariag vatrintian. 3. MIATTA'TEONO ..g HFC classification is 4ot put orthis acceptance. Rorer to the Prepared nookille Assembly av Oen Ming. . &,2 Pa11ypTorg AH86 0001 Eolaly be gsed with flat, It w, Et high til prilisc, M.5 Minimum andeelay (ants slaAl tv 41 cz4trapliance with the Rooting Applicmiott someard RAS 120. , L4. .L5PTi11ca rinodaciums acqu11emg neeqpience kbr a)e ese a Polyp A1-2 150 rno0 tile Eilhesive wail their alia asseagies 00 teat O. accordance with PA SA ikeorrile agamFactung aquiring acceptance for two paddy placement with the un et' PolypreG '..!---; {16© F4 ef tile adhOve with chain tlic assemblies sitaA E00', hl 2g3PTChance wh M 11011 and with seetion .110.4 as maidlEcci herein. Fi= 21. MS 4. IINSTAMAZION N311sweill AH1 0 Evtv la2ed with £1137 mid tile E2semit having a =rent UNA and lllsts upiliR frosiszanec valuw vs.tlth thn LIEC of Polyproe AK 1 60. PolArn@ AH160 shall bo applied in compliance with the Comp:anent AppEcv2tlon sw,l 2 gn curesponcling Place-Jag Octails rtotoe barein. Th re r nae',..T6V3 ailadtramat Wittl the Lit2 el AN 1 45f ghall pr Tcgiaz2 attachment roistence, Oressed as n uplift h system, t mccl OF egceaai the i.ap11ift MiSing0 d61 iaed lv compliance with Miamiacia C.wy Rthj Application Standards RAS 127. Me attachment dats is n ted in the mol die asserbly WCA 41.N Y@CypraGt MO mcr011o alhosivca.znd its co puma shall be, rastalle4 m acces'Actic2 wi Roam Appiacatidn saamilard RAS 120, a NAyi taTJ Praucts, 11EN. % ,A,ER 69 *peragns 11n c._.et'm znid Maintenanoe tooMet. 4.6 Instdiatie,:n alma to, by a Vaal ry T ined 'Q Applicator' app 'Yeti ETA limuseA Pdgean • tucts, F©. EProd'ucts h. skitfl zimg ply a III orepproved malicators to the a it11k4ril, having jurlac111000e. Ale Cabrzgion *if th@ 70Effipm di ecluipmetta ,rw, .irod bcrorc appE @7' y alhwivg. Tho nifig ri de betw tt the 'A' component 2Ed tke = pnvant sha1111 BK-sinezined Latwaan 11.0-11. 15 0,) L 4 The dimpense timer shall be MI a 40iivaT 0.chin t© 0. 85 pounds pae iiie ns olqtermined tg calHbragion. N© *Ehrzr 3011k8s Otall he nppreved. PoWecse 11 160 Anil he applied with Foatnpi., R1171000 oP Pk & 1103 d4ensins equipment cny. 4 H 160 aka net b© permanently to sunik ACCOI?TAKEE N©. .92 Prak. Eutaw?, !A; C PrcdutK antrol Exa.-4iner 0.24vuo I1 cm:so . 084 OK A862 FplurfoliF PRODUCT2.,HHC. • . . 63.E3 1"k, wi a alhemd 0 pd aiiitisiva. T within 2 ao 3 176ingS aver PoDypr AMR 40 11,Ap baela dispeng 41,2 gypraa t t:i0 pi2cm2na and U2gn 1,6 patty weiet b,?:. in or neat7t7,o u,4h the TR=zingnit Dads° homin, Each gi , 41 . Ac profilg Tequigv thd pdggemom e), `Thrg'PrFiG H! Pmf* ['Mt. Lew, Eiz Praho • Fze 1.zw, High kilts 03 High Nenn anue4 Elcceas Deze39 7abb II AtEmsiva Elitaincw t 24 S. EL,,RMG 3 T3Aygag comainam shall pMpbAvitil ghe Sr C 6. UIL PERWIET N.EQUQ 6.,R As ravired by gho &gilding Clicipl app il 2milding C© iR 19F&f pr©y iv Algg Ehe insaaRatam or this sysze em-Itach crateril Prograe Siggic ?giddy Weisia 11 TWO Ptddy Weigh2. Mia. (graiw) ' pew paddy Min. 35 rilsiti2 on tap aR6 ACCUTANC NO. OR-052 k D2 NfA aditio 2 s Hsed herein, Fmk ZuBangia, C Preek901 CotttnA F.mnLtaL.g. g2 /®9 / ®J ea3 flsa ac42 Pco _ngd2SDVE PLAC W`ii D mi% D. tie CL. :ter sr 3 MN i D83t i , IIfi°((C . . ; . ACC �l' `1 ICE boa a- oqA AMftmOUWMol naltEmnionellad CbtletenvGatta PM :NW. COM O! yin? cob. 192/q7/0p 00:20 0 STO PREIDIMS 3INC . 4; • . Nastikarin B_ L0 MDMESWE PLAcNkpityr SE NG'ILE PA?TY ACCIPT'ANC2 f: Ka.M.D2 Fmk Zulaap, WIZ Ped.E4 Cant 1 ExamirUF © ®207/..l,S FRE CO: 22. l ffi 05'0 1.892 InLYPOAS ' ACCrCEPTA PCB T bit ©a o N MV, L am sid r z umanoosG 1pazatsan G [amn iaL ag.d final submke r dngturnme.s, igthviing -suype ( 2. Any ail zpprovin l pose:mez slab p wady Pabnia mieN r tat air w¢d Dar e, �Fs�fl aZTA ace, f uktiimni County Pntilma Congeal Appxw ➢`, e3 spggirt yy sza z . in tl➢cg ©Mali« Acccpta tcu. Renzbva➢s @ff Q Agar= oc -1E azz G consitkveS a. Mem lam tu' an eh5Risu in the Bahia PBoeid cal?. gl ovaEvlagrm a w7 protium and tie product Lcs Qat in complian= with the eat; ePaastgaG. P�. The, product As On WEIgaY rate anent! pf ::uet (id @ntiea8) nts th one Ear. ina➢➢y approv3d. e. Aetnpe agg Ca9f2 Nag ME GorEpi;©d with all the nquitt ments of ¢hip .9.,ecvvg4 9 iedneiks etc comet aaNzaraa , §?.Lse'Robot, rasinm who origi n* p ami9 signed and mului the rya uir deountcaLtion i ie� Gey 2nNai cd, fit0 Bga, orb; ;;Pticing e ongittoeln2 fussiosl. 4. J3° dunga mnaaiAz, % for =nu VidiM cg trIZTJECt cDvarzn KGB zmeonmeiKBy cc .g'(T xnniimiha © thfs Acapplan m . less prier cried appreva 419 bmn u. Q ra h ➢iog ugukingi nppVct t oia ovith appro riat :4, t :) and graded Ely to ^s 6i d_Ran , aauilmzi8tg, chg.untnyas. aru Pty 5. Any of tau % %wins da gmuE r mom! ofeitio Ac =p=rise a. Matazasrficaery pgrP or gais prg'aEct a preteas. �9. Misgan a this Amtviasttc as an cal Mail9t°39t Or any prodni fv sdez, vgraiaifits ar a ly GGCsff Rvpsus. r nwe Malign © Gino fangs n bnv pmgadezi bo• eitg wwrds Ii4i�B�iWis b Co>aa y, Farkda, at4 i liaoo by tte, may d;spiayk advcrasittn literature. W any portion or Eel Notice of Ace.wAancf. a�131a,p4 ',a it �R iB doat iv; ct%tsfl;Zy. 7. p espy ©' aR -6s G cea�, .na omGll app l egs ot6-r d aacnts, otrkz a4 applfli ?, RS iD f paividtA ¢© iota user by tctt; manufactum „ i diseribators and unilabio for inspttaen ae B � jf nt aii! iic cngvnts ee., .awe ! tl4c copigs. Fmk Zuic g , RAC 'rctineg Control Exa n,tinue V iG6af oo piy oaida etty a iC oralai8 Aceepeance shall eaneg PIP mintinatin nnavz 9 ck 9. b EsfAce,gpianw MISiagg apses i through �. E in THI AcC l'T A C 02/C7/0p MX cl22e Mg B64 On 042 • ahCa ` ergy f; IFTIMX PR • : &ONEOnis PLACEmENT DETAIM, 3 DOUBLE PATTY 115: UCTO IIVC. ACCEPTANC2 0J-13g, E.Vo tztp e2n 6 EMC an IIta9E. nmcaltm Enr341GIfii Fmak ZuE2aBa., PPdtSgt CLr©I EmmiRnc Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/17/2004 Applicant: DANIEL Owner: FINESILVER JOB ADDRESS: 1051 NE 93 Contractor DALEY ROOFING INC Local Phone: (305)754 -9892 Parcel # 1132050150090 Signed: (INSPECTOR) Permit Number: DALEY MICHAEL ST P2OO4- 96 Contractors Address: 78 NE 106 ST Permit Status: APPROVED Permit Expiration: 8/10/2004 Construction Value: $2,200.00 Work: RE -ROOF PORTICO ROOF FLAT WHITE COLOR THRU TILE Page 1 of 1 Legal Description: 5 53 42 BELVIDERE PARK PB 16 -71 E4OFT LOT 15 & ALL LOTS 16 & 17 BLK 2 Fees: Description Amount FEE2004 -1608 Building Fee $250.00 FEE2004 -1609 CCF $1.80 FEE2004 -1610 Notary Fee $5.00 FEE2004 -1611 Training and Education Fee $0.60 FEE2004 -1612 Technology Fee $6.25 FEE2004 -1613 Scanning Fee $6.00 Total Fees: $269.65 Total Fees: $2 Total Receipts: $0 . l =5 C In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Test Location Uplift Pull T 1.4,;(-,,r-:3');) st P or F) Test Location Uplift Pull T est (P or F) Test Location Uplift Pull Test (P or F) 1 ✓ b . 26 s 9°.y 51 \ '% v R- a� ) = 2 27 52 3 28 53 4 29 54 5 30 55 �-4 — 6 31 56 7 32 57 8 -- 33 58 9 34 59 10 35 —I 60 11 3 6 17_ 2 37 6 2 62 13 38 63 14 39 64 15 40 65 6 66 17 42 l E] 68 69 18 43 19 44 20 45 70 21 46 71 22 47 72 23 48 J 73 24 49 74 25 50 — 75 Owner's Name: LLD_ Feu o// DA Job Address F> a 2; L Ifaa A Roofing Contractor: ` A G 7' cw C` - 6!s • Type of Tile: 4' L A ° _ 0 Approximate Roof Height: feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof ' 1® ° ft Required Testing Force: 35 Ibs. Testing Equipment: Date Tested 6 ° II IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ry Toma, Lca taa y C2pS5fiVE QCM K TLIC d SVE'I G C? a©C BOA. C=C WF,11Jn n : -3 M BL7EDING Cie DE CCM PL €'ANC PROTOCOL PA C e Du Quesne, P.E Engineer P. '24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION Roof Pitch S Y Ladder Other Cnatillion DFIS 100 TEST RESULTS P PASS, F = FAIL SKETCH OF ROOF IN BACK UTIA \ , ,��oo r E a8V;3iII;cT%fte3C$Z" O `UflVia ® �°,�; <,�.`, cv u; u L lsig !t ia n a� Vim Permit #: C Date Installed: Mease Note: This fonyn is not va7,1s, wn,lass Company pogo c&oa DurgzEt y) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Teiephone (305) 264 -1425 • Fax (305) 264 -1426 KETCH OF ROOF JOB u CT' JA. 5 Q � SHEET NO OF CALCULATED BY DATE • "47 4- CHECKED BY DATE SCALE glitammorg ' II MISSEINH111 NOTES* 7' DuQuesne ',Associates, Inc. • 4 Consulting Zngineen Engineering, Testing & Zaeiroamental Services Laboratory Complliance Letter The PA 106 test reported in report No. ), has been performed in full accordance to the requirements of Dade County, with no deviations. 7821 S.W. 24 Street, Suite #104, Miami, Florida 33155/Telephone (305) 264 -1425 Fax (305) 264 -1426 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Dave —7 —9 q- Job Address o 5 N\ E.. 9 .5± Tax Folio Legal Description Historically Designated: Yes 1 I C i k f t ' , e) .A€A (4 O viaster Pennit # 4 3 6 Owner's Address 1051 9 5 Owner/Lessee / Tenant Contracting Co. C/ Wt e 0 Qualifier / ■ e\, :,, N, X15 State # C C 0 5 7-4 7-7e Municipal # Architect/Engineer Bonding Company Mortgagor WORE; DESCRIPTION e �u i 6t7 G y Square Ft. S 0 0 FEES: PERMIT % Si. ature. of over and/or Condo President Date ds`t e kActvylc RADON r Notary L - vmer and/or Condo President Date My Co i hission Expires: ,4cilY (z4 CARINA C. BARRIOS c0MMlsstON # cC58t212 t. EXPIRES SEP 02. 2000 } " OF VV C /- ATLANTIC BONDING CO.. INC SJ 4 ,t," C.C.F. ss# - Phone 30S Competency # Address Address Address Phone Ins. Co. No e— Address 1313 5 t&I. 9._l k ti' v v ;Permit Type (elrcle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WAaNIENG ': O ©WNER: Y I U MUST RECORD A NOTICE OF COMMENCEMENT ANTI) YOUR FAILURE TO DO SO MAY ;:11,7.1 va UR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, (DNEUILT V. YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Appiic,ation is hereby made to obtain a permit to do work and installation as indicated above, and or the attached adde^dum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this juisdiction. 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 .cgalatin construction and zoning. Furthermore, I authorize the above -named contr to do the work stated. x : i�. log 1- Estimated Cost (value) 4 6 Notary as My , scion Expires: 4 0F !AP NOTARY APPROVED: Zoning Mechanical Plumbing Electrical Signatur-•f Contractor or Owner Date r or Owner - Builder CARINA C. BARRIOS COMMISSION # CC381212 EXPIRES SEP 02. 2000 AONDEO'HIOUGH ATLANTIC BONDING CO., INC BOND -- -" TOTAL DUE Date Engineering Permit No. Name Address Company Phone # Approved Correction Re-Insp'n Fee MIAMI S ORES VILLAGE BUILDING DEPARTMENT ENT 305- 795 -2204 Building Inspection Request oV a 1 --S 111 J Inspection Date..? / t7 Af Contractor's Name: ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ROOF CATEGORY ❑ (Nail -On Tile) ortar dhesive Set Ti..e) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE e aw R oof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft 5 0 0 Total (ft SO C0 Master Permit No. 4 1 Exposure category (per ASCE 7 -88): ( Building Classification category (per ASCE 7 -88 table 1): _L Ft. Ft. V Deck type: Y/ ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: 12301 -78 9/96 DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. �- 1. Job Address: ROOF HEIGHT AND SYSTEM DETAILS (D raw details as needed) Page -1 3 1 � r --- I I ' y V I ■ 6' Ridge Ventilation? / � MEAN HEIGHT 1 Z Deck type: ` 1 • -k) C c> c z Underlayment: 3 0 N (A 2.5 D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Insulation: 12" ROOF SLOPE SLOPED SYSTEM DESCRIPTION Fastener type & spacing: 126, IA4y;is Cap Sheet: Roof Covering: A , Drip edge: Page -2 F ; (L D . TILE CALCULATIONS (Pmaxl: 7Z• 3 X (Aerodynamic Multiplier): 0.7 5) - M 6.1 = M G3 71 PCA: 113 • 5 0 • (Pmax2: I Z ) x (Aerodynamic Multiplier): Q .Z 0 ! ) - M G . c •7= M . • 12I PCA: ILO . I O K , (Pmar3: 12- ( X X (Aerodynamic Multiplier): 0 Z � ] ) - M 6 • y� = M • LZ PCA: 1 6 � j O (z 2.. ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals METRO-D® Approved: 06 /15/95 PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11350 N.W. South River Drive Miami, FL 33178 Your application for Product Approval of: Flat Cement Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, TheCenter forApplied Engineering, Inc., and Testwell 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 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compiance 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, the 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 ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to 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 manufact:zrer. Acceptance No.:94- 12 Expires:06 /15/98 THIS IS THE COVERSHEET, SEE ADDI 10 • L PAGES FOR SPECIFIC AND GENERAL CONDITI I ' S BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE O =F :CE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33120 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rod iguez Product Control Supervisor s anger, Director Building Code Compliance Dep Metropolitan Dade County �r� a Applicant: Metro Roof Tile, Inc. 200 Story Road Lake Wales, FL 33859 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Flat Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Concrete Contact: Fernando Arias Metro Roof Tile, Inc. 11501 Northwest 117th Way Miami, FL 33178 (305) 558 -6712 2 Product Control No.: Approval Date: Expiration Date: RwuI Rodriguez 94- 1222.14 JUN 1 51995 JUN 1 5 1998 $ ystem Description Metro Roof Tile, Inc., located in Medley, Florida, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. This Product Control Approval relates to Metro Roof Tile's "Concrete Flat" flat tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The Metro Roof Tile "Concrete Flat" tile profile is available in a variety of colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. The Metro Roof Tile "Concrete Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set or adhesive set tile applications. See the "Profile Drawing" section in this Approval for the Metro Roof Tile "Concrete Flat" profile drawing. The Metro Roof Tile "Concrete Flat" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 4 of this Approval. • 4 Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: Wood, Non- insulated ' SYSTEMS (CONTINUED) New construction 19 / 32 " or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications,' /, plywood is are acceptable substrate. Raul Rodriguez Product Control No.: 94- 1222.' o 12 Raul Rodriguez Product Control No.: 94- 1222.14 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Metro Roof Tile' PA 11r "Concrete P 111 flat depending on th comply with Dade County Application Standards PA , e method of installation. 2. For nail -oh 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 Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Concrete Flat" 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 Dade County accredited testing agency, in compliance with 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 rating. 8. The applicant shall retain the services of a Dade Counldy`n Code and a testing aced protocols. Samples quality control in compliance with the South Florida Building reate. taken shall be in compliance with Dade County Protocol PA 112, Appendix 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems . Tile Profile Tile Application Approved Nails 1 nail 5 " :12" Approved Screws Approved Field Clip With: Approved Eave Clip With: 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof Tile Concrete Flat Battens 4.90 7.40 5.40 9.10 24.20 34.00 22.10 32.20 Direct Deck 9.0U 18.8U 25.3U 41.30 24.30 35.50 19.00 31.90 Table 2: Restoring Moments due to Gravity - rvi (ft -Ibf) Tile Profile F 3 ":12" or Tess 4 " :12" 5 " :12" 6 ":12" 7 "12" or greater Battens Direct Deck Battens Direct Deck Battens Dhect Deck Ballens Direct Deck Battens -- Direct Deck Metro Roof Tile; Concrete Flat 6.53 6_97 6.43 6.86 6.29 6.71 6.04 6.54 ' 5.97 N/A Table 4: Attachment Resistance Expressed as a Moment - M, (It -Ibi) • for Mortar and Adhesive Set Systems Tile Profile A (ft') X Q1t') Tile Application Attachment Resistance Mello Roof Tile Concrete Flat Metro Roof Tile Concrete Fiat . 0.27 Motlar Set 39.00 Adhesive Set 118.90 Table 1: Aerodynamic Multipliers - A (ft') Tile A (ft') X Q1t') Profile Batten Application Direct Deck Application Metro Roof Tile Concrete Fiat . 0.27 0.29 DMA FFon•ArrACllM CALCULATIONS Product Control No.: 94 -1222 14 Raul Rodriguez PROFILE DRAWINGS METRO ROOF TILE CEMENT FLAT TILE 14 Raul Rodriguez Product Control. No.: Od_1222.14