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800 NE 98 St (6)BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder } Y Legal Lot Description Bl MIAMI SHORES VILLAGE, FLORIDA ❑ DATE ' ' �' 1� � 19 o PERMIT N9 4973 Contractor's , License No. L- .1 CONTRACTOR OR BUILDER Work to be performed under this Permit_ / s ,.ts t BY AUTHORITY • Subdi- vision Address of , II Value of , y I Amount of <-. Building ' '' Project $ ` " ' 1 Permit $ ,,< ,.r This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed' J 4. A , . - r/ . y.FC. -r INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliancw with all ordina s al td'r eg ulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao cepting this pertplt I assume responsibility for ell work done by either, myself, my agent, servant or employee. r ABBOT Lot i 12 - - ' Block Application hereby made for the approval of the det:•iled statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ....' Registered Architect and /or Engineer Name and address of Licensed contractor.t .... Location and legal description of lot to be built on: () 7,3 Subdivision.. Street and Number where work is to be done 41.0 State work to be done and purpose of building (by floors)" STATE OF FLORIDA, COUNT/ OF DADE. Chairman Member Member ....... Council Approved ss. NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. M LAM @ F4FICIRES VR.,LAGE U LDIN1 x E' SPECTION DEPARTMENT APFUCAT8b "N FOR BUILDING PERMIT Date c , 19 No g � ej J Street 1 J Remarks (Signed) Notary Public, State of Florida J ( i r and for no other purpose. New Building.. -. Remodeling .. Addition......_. ......... Repairs No. of Stories .__/- To be constructed of Kind/ of founde it n Roof Covering " Estimated Total cost of improvements $.._4 ._.J Amount of Permit $ Zone cubage required ' Plan Cubage Distance to next nearest building ... Size of Building Lot Maximum live load to be borne by each floor I hereby submit all,the plans and specifications for said buildieg. All notices with reference to the building and its construction may be sent t o . . The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor u,- der the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the abcve described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. • .� p Date ' / ' Aa .,_ - .._.. - .. Read, Sworn to and Subscribed before me. Disapproved i3 Date (Signed) � •� ...1 /'y� �� Building Inspect [ .tt • My Commission Expires PLANNING BOARD DATE Member Member Member Date Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Registered Architect andior Engineer Name and address of licensed contractor RO Location and legal description of lot to be built on: Lot Permit No. Disapproved (Signed) r MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. M r Date 0, Owner's Name and Address l f d" as. v c. f i - No. r/ ° o ,V t s Ro . an() 0 LL)ct ti / f r) Street and Number where work is to be done State work to be done and purpose of building (by floors), state exterior colors (submit samples) S/ JAM , a D AY- '+! ilk Qo irt Y dl ti r, nn f t QJJ� 17 rent G1 6,t. V9 tR s New Building Remodeling Addition Repairs No of Stories / Block Subdivision Date it Date / vac 19 Street 7 and for no other purpose. To be constructed of ! Kind of foundation Roof Covering 4 13 Estimated Total cost of improvements S J o OQ Amount of Permit S Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersign agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. J`�\ Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires . PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved late Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and or workmanship. Date Legal Description Owner/Lessee / Tenant Owner's Address Contracting Co. Qualifier 170/Mri. 'affir 4.Ari State # Im ��I�!G;f 26' 7 M Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BU 1 : G ELECT ' . AL P ' BING ME WORK DESCRIPTION Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 5 Competency ,e� 7g/ Ins. Co. Address Address e; WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 7.4//1414.- ) 7/( Signature of owner and/pr Condo Bresident Date qa IBC S • U t-i Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT ego. RADON OFFICIAL NOTARY SEAL ROBERT M GOLDSMITH NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC559840 MY COMMISSION EXP. UNE 20,2000 Historically Designated: Yes APPROVED: Zoning Building Mechanical Plumbing Master Permit # P hone A ith, ,• CA RO • FIN 1L r Estimated Cost (value) 5 7--7 ature of Contractor or Offer ' er Date Electrical No AVING FENCE SIGN z,�/�,Yi(20 9 at5EAL My Comm Exp. 7 /06 /00 Bonded By Service Ins No. CC548480 I 1 Personally Known (1 Olhsr I. D. Date g (% C.C.F. / o NOTARY BOND TOTAL DUFF -� tift Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name: ROBERTS ROWING C1LIMPANY Job Address: &PO:/ g?' ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) - .3 (Asphalt/Fiberglass Shingles) ❑ ( Metal RoofslWood Shingles & Shakes) : ❑ (Other) _ jt0OF TYPE ❑ New Roof XRe- roofing • ❑ Recovering II Repair ❑ Maintenance FL A v Ft. A eck type: 1X6 T&G ■I0O0 mr-64 ATTACHMENT Fastener Type: 1 } " RING SHANK NAIIS SPACING Field: 12" Perimeter: 6" Corner: Master Permit No. Exposure category (per ASCE 748): Building Classification category (pe ASI SCE 7 -88 table 1): I 12 Flat Roof Area (ft ` (J Sloped Roof Area (ft Total (ft') 123.01.78 948 RED ROSIN PAPER DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details u needed) 9" SRTIPPING 6 "• Page -1 .26 GA. GALV EAVE DRIP 2i " . 2i' ROOF PLAN MsrnoOAOE GAF Materials Corporation 1361 Alps Road Wayne, NI 07470 APPROVED: ( moo BUILDING COUE COMPLIANCE DEPAfTMENT SUITE 1G03 METRO.OAOE FLAMER BUILDING 140 WEST FLAMER STREET MIAMI, FLORIDA 3310.1503 (]06) 775.2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (305) 776.2000 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations u submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.': ACCEPTANCE NO.: 9541330.06 Rodriguez N• Product Control DiviViis pray. _ EXPIRES: NOV 1 f1 1997 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEUT. SEE ADDITIONAL PAGES FOR SPECIFIC AN$' CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade Cou4+e2 Compliance Department and approved by the Building Code Committee to be used in Dade Co ueat®EloNre�artC� the conditions set forth above. MAY Qk1995 �JV METr1OI'OLITAN OADE COUNTY, FLQRIOA MCTnO.OAOE r•L.AGL R BUILDING sties Danger,, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1 361 .Alps Road V avne. NJ 07470 SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub- Category; Built -up Roofing L Modified Bitumen Sub -Type; SBS, APP System Descriptiog Product Control No.: 95- 0330 06 Approval Date: WAY 0 4 1 ;35 Expiration Date: NOV 1 0 19 9 7 GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 • nears. 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. Insulation Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pr cc .r Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classificatioq Material Classificatioq Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all auemblies over deck types. Review system ILstings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency lisdng directory for Fire Classifcadons. 3 Product Control No.: 95- 0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95- 0330.06 Test Product "' Dirriersnn, S;ec;!:catiorl Descri; ^•inn . :eroigZ ! sq. roil ASTM D 5147 Heavy ,:;:rv, polyester reinforced. Booth 87 lbs. asphalt modified bitumen membrane. Ruberoid® Torch 3 /4 seq. roll ASTM D 5147 Heavy duty, polyester reinforced, P!us (Granule) 93 Ib. roll asphalt modified bitumen membrane. Ruberoid® Torch 1 sq. roll ASTM D 5147 Asphalt impregnated, coated felt, Granule 102 lb. roll surfaced with mineral granules. Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -wo'. en polyester mat coated with Cr:nule , 103 lbs. polymer . . odified asphalt and sur :s::d with mu:cral granules. Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR 3/4 sq. roll ASTM D 5147 Non -woven polyester mat coated with 90 lbs. • fire retardant polymer modified asphalt surfaced with mineral granules. 1 sq. roll 102 lbs. 1 sq. roll 105 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mar coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified a::ohalt surfaced with min I 4 Raul Rodriguez G.AF Strata%ent'� (Vent PIv) for Nai lable Decks. Dimension 3' ' 36 69 Ib. roll GAFGLASIO 3' x 36" Strataventi (Vent Ply) 69 Ib. roll Perforated GAFGLAS Ply 64D GAFGLAS Ply 4 C.JA: ,LAS >t7 . GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum Y x 180' 45 Ib. roll 3' x 180' 40 Ib. roll :08' 75 Ib. roll GAFGLAS1D 3' x 36' Mineral Surfaced 76 Ib. roll Cap Sheet GAF Materials 5 gallons Corporation WeatherCoat* Emulsion GAF Materials �..: )ration .kthLt„ ■N c.4:her Plastic Cement 5, 55 gallons ASTM D 41 1, 5 gallons ASTM D 2824 Fibered aluminum coating. I. 5 gallons Test Specification ASTM D 4897 D 3672 Product Control No.. 95- 1330.06 Product Description Fiber glass case sheet impregnatec coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass ,c it with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt ii..:regnated and coated gi. ss mat base ::.cet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer .iid fibers. Permits adhc to wet anu dry surfaces. Product Red Rosin various Rooting Nails Minimum t* PA 114 Tin Caps al MB aluminum roof coating Grundy Industrial Emulsion 014 Roofgrip, Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Test Product Dimensiong 5pecificatioq Description 12 Min. 32 ga. x I T!. pe X Gypsum ∎ arious Sturdi -Top various PA 110 3" square 3" round Barrier Board Plus various PA 121 PA 121 Rosin paper for barrier layer on wood decks Wood fiberboard Aluminum roof coating Asphalt emulsion PA 114 Insulation fastener steel, ITW Buildex wood or concrete decks PA 114 Insulation fastener PA 114 3" square galvalume AZS5 ITW Buildex stress plate PA 114 Polyolefin plastic plate ASTM D 2824 Aluminum roof coating PA 121 Roof coating PA 110 Polyisocyanurate foam / wood fiber insulation 9 Raul Rodriguez Product Control No . 95- 0330.06 Manufacturer generic Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated ti' generic Georgia - Pacific Grundy Industries Grundy Industries ITW Buildex ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: ''',;" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Membrane: Surfacing: Maximum Design Pressure: -60 psf. One ply of GAFGLASX Ply 4, GAFGLAS4D PIy 6®, GAFGLAS® a75 or GAFGLAS® Strataventm (Vent Ply) for Nailable Decks mechanically fastened as described below: F1� :ning: Base sheet shall be lapped 4" and fastened with a ^proved roofing nails and tin caps • J in the ..1:3 and two rows raggered in he ::r 'f the sheet '.:" o Note: Ply 4 and Ply 64D applications require sheatning paper over the w.,ud deck before applicatios of base shat. Ply Sheet: (Optional) One, two or three plies of GAFGLAS' Ply 4, GAFGLASS Ply 60 or a single ply of Ruberoidm 20 in type III or IV asphalt at an application rate of 25 Iblsq. t 15 %. One ply of' Ruberoidm Mop Granule, Ruberoidi Mop Plus Granule or Ruberoidi Mop FR in type III or IV asphalt at an application rate of 25 IbJsq. t 1 5%. (Optional) Install one of the following: 1. GAFGLASi Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lb./sq. * 15%. `tom cimum Fire sifieation: Class 'A% see General Limits:wn a2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1 -1 -MG, N- 1- 1 -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N - 1 - 2 - 20/30FR, N- 1 -I -MGP Qt1 Product Conrroi `.j <- ) } 30.O6 Wood Deck System Limitations: Raul Rodriguez 42 . Product Control No 95-03)0.06 .A red rosin sneer shall be .:stalled n ail .. d plank decks ei. •,:rate asphalt seepage and bonding ,i base sheet to ..od plank deck. A re . sin Sheet may also be installed on plywood decks as an option. .A reo rosy;. s;,eet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. Pre- assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. General Limitations: Product Control No.: 95-0.330.06 All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximunrt 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 . , .-\n overlay /recoA.<r, board ms..:iacion panel a : ..uired on all applicaticr,s over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance wi Sections 203 and 204 of the South Florida Building Code. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7 . In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. , Prior to application, all existing roof surfaces user :s a bonding substrate :nail be tested for uplift resistance in compliance with Dade County Protocol PA to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to . the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter toilers and meta( profile designs shall conform with Dade County Protocol PA 111 of the South Florida Buil;; g C•de. 168 Raul Rodriguez 12. . r lashings snail be installed according to the manutauturers standard be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit .application. 13 Roll good materials shall be stored in strict compliance with GAF `laterials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Honda Building Code for maximum tire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT. 77r'shed blowing temperature (FBT) and tlash poii.. .asphalt types and temperature :K �) Of ! - � ,,� Fonda _ ... .. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq. _ 15%, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre-assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and detaib shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, u well u the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. standard Nauci saes are a,_ ... ,otc ;ter .:._... atachment he . ..:J in approved asphalt, panel size shall be 4' x 4' maxttuum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of nq� mor t� 90 Ibt.. , / ; Raul Rodriguez . v' 169 21. " 170 -oduct Control No 9 S-40330.06 1 ;;ever ;pacing for insulation act1:ament oaie .i c Minimum L. Sara. cr:;c�� Force (F') of 300 Ibf. as tested in :ompliance wit:. , 105. If F' as field te: ;ea ;s below 300 Ibf. insulation attachment shall not be acceptable. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel. over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturers specifications. Raul Rodriguez F COVERING MATERIALS (TEVT) I ROOF COVERING MATERIALS (TEVT) • 137 ' G SYSTEMS (TGFU) — Continued ial): One or more layers perlite, wood fiber, glass urethane, perlite /isocyanurate composite, perlite/ wood fiber /isocyanurate composite, phenotc. r more layers of Type G2,or G3.... 31): One or more layers of Type G1. more layers of "Ruberoid Torch" (smooth or granule), s" (granule), "Ruberoid Mop" (smooth or granule) or " (granule). �o. 97, 1 -1/2 ='3 gal/sq or gravel. Incline: 1/2 ir more layers perlite, glass fiber, 3/4 in. min, 3ne, perlite /isocyanurate composite, perlite /urethane :, 1 -1/2 in. min. nal): One or more layers of Type G1, G2 or G3. more layers of "Ruberoid Torch" (smooth or granule), s" (granule), "Ruberoid Mop (smooth or granule) . or • (granule). . , Aluminum Roof Coating" at 1 -2. gal /sq. Incline: 1/2 • .al): One or more layers perlite, glass fiber, 3/4 in. urethane, perlite / isocyanurate composite, perlite/ , phenolic, 1 -1/2 in. min. more layers of Type G2 " GAFGLAS #75 Base Sheet ", nanically fastened in place. lore layers of Type G1 " GAFGLAS Ply 4 ", .hot mopped id Mop FR" (granule). ): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq'or mulsion at 3 gal /sq. • , Incline: 1/2 al): One or more layers perlite, glass fiber, 3/4 in. urethane, perlite /isocyanurate composite, perlite/ phenolic, 1 -1/2 in. min. more layers of Type G2 "GAFGLAS #75 Base Sheet", ianically fastened in place. lore layers of Type G1 " GAFGLAS Ply 4 ",:or. "GAFGLAS n place. id Torch FR" (granule). ): GAF Fibered Aluminum Coating at 1 -1 /2 gat /sq or nulsion at 3 gal /sq. . Incline: 1/2 J rate, 2 in. min., wood fiber, perlite or glass fiber, mopped or mechanically fastened in,: place.. Joints more layers of Type G2 " GAFGLAS #75 Base. Sheet ", ianically fastened in place. ' ): One or more layers of Type Gi " GAFGLAS Ply 4" or in place. d Torch FR" (granule). . : GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or nulsion.at 3 gal /sq. Incline: 1/2 t): Isocyanurate, perlite or glass fiber, any thickness, ianically fastened in place. Joints offset 6 in. more layers of Type G2 " GAFGLAS #75 Base Sheet", lanically fastened in .place. )re layers of Type G1 "GAFGLAS Ply 4" or "Pty 6 ", hot d Torch FR" (granule). : GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or iulsion at 3 gal /sq. Incline: 1/2 +l): Isocyanurate, wood fiber board, perlite, glass hot mopped or mechanically fastened in place. more layers of Type G2 " GAFGLAS #75 :Base Sheet ", ): One or more layers of Type'Gi "GAFGLAS Pty 4" or n place. I Torch FR" (granule). ■. ,,, A C C: L... J AI.._: -.._ r __i__" _a . . In GAF Fibered Aluminum Coating at.1 -1/2 gal/sq. 5. Deck: C -15/32 .. Incline: 1/2 • • Insulation (Optional): Perlite, fiber glass; isocyanurate, urethane, perlite/ isocyanurate composite or phenolic.. • Base Sheet One or more layers Type. G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more.Layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). • 6. peck: 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 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) 7. Deck: NC Incline: 1 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): Orie or more layers Type G1,' hot mopped in place. ,.Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. 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" (granule). 19. 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. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: " GAFGLAS #75" (Type G2), 'mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule).. 2,1. Deck: C -15/32 . Incline: 1/2 Insulation (Optional): .Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" o'r "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or `mechanically fastened. Base Sheet: One or more plies of Type G2 " GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. .. Membrane: One or more plies of "Ruberoid 30 FR ", mopped in place. Class B -Fully Adhered • 1. Deck: C -15/32 Incline: 1/2 • Insulation (Optional): One or more layers perlite, wood fiber, glass • ;fiber, isocyanurate, urethane, • perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite phenolic any ROOFING SYSTEMS (TGFU)— Continued Date fr 14° Job Address Legal Description State # Mortgagor Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Owner / Lessee / Tenant Owner's Address LEN'S ROOFING, INC. Contractin 1 N.W. 194 TERRACE Qualifier MIAMI, FLORIDA 33056 ''ff Mun # Competency RE41� a. Architect /Engineer N ik NI A Address Bonding Company Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICOOF PAVING FENCE SIGN WORK DESCRIPTI N-Qw Rc l,1 Q , - - epOr) 2 (? `J Estimated WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above-named contractor to do the work stated. V 45Co- I"1'7 -S 6- ?4 6 - 0 Signature of owner and /or Condo President Dat : PG APRIL NANE1TE DACAS �� �i�► S10 ! CC721136 ` u E TIM IY Al at 2002 No o Owner and/d4 4MOUGH M Commission Expires: 0FA. � i""n ^ � tN e' ^R" t.,.�� 'res Zoning m(4)(4-11 7'Phone o / Address Cost(value) Wyly aentrbliorCZki m ktii ii ii 1> fires : FEES: PERMIT RADON C.C.F. -12 - NOTARY OTAL DUE 0 APPROVED: Fire Tax Folio gr 9 Master term t Rgone G; r TArd T•i�e Ce O r Owner- Builder Owner- Builder Other Building. 9 f ( //G4 Electrical Mechanical Plumbing Engineering Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. LEN'S ROOFING INC. Contractor's None: Job Address: JIOOF CATEGORY /o ,A W ❑ (Nail -On Tile) FOAM Set Tile) ❑ ( Metal RooMWood Shingles A Shakes) (Other) ROO_ ❑ New Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (R') Sl Roof Area (113 2R 0 Total (ft') .y- , Master Pello. Exposure category (per ASCE 748): Building Classification category (pa ASCE 748 table 1) ❑ (low Slope Application) ❑ (Asphalt/Fiberglass Shingles) Ft. Ft. X Deck type: ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) A ZTACAMEN1 Fastener Type: $PACING Field: Perimeter: Corner: DETAIL 1 & 2 ROOF PLAN • Ne 9 t23.01.711 9.05 Page -1 Appendix "E" UNIFORM ROOFING PERMIT A PPLICATION PROCESS No. Page -2 APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the rooting 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 industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor: The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics-Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that. the roofing system meets the wind resistance and water intrusion performance standards. :Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. d` 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) per` 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be Viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. fl S. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause %cater 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. e(-)- Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build. stp of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall o4tlzts),..re not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 12"/P 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. .D . S. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. . f I/ I /2-090 Owner's /Agent's argnature uate untracwr's Signature N-+R 03 '00 CS 07 FR R.A CO PRODUCT CONTROL NOTICE OF Almar (USA), Inc. 6645 NW 77 Ave. IVlismi FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance Ni.: 99.1102.04 (Revises No.: 97- 0918.02) Expires:12 /16/2002 Approved :12 /16/1999 Internet nail address: postmoster ®buildingcodeonline.com 3F35 59? 9484 TO 3056.233430 P.01 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLLANCEtOFFICE METRO FLAGLER BUILDING 140 WES: FLAGLER STREET. 3UrTE 1605 MIAMI, FLORIDA 33130.1563 ACCEPTANCE (305) 375.2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 - 2521 FAX (305) 375.2538 CONTRACTOR ENFORCEMENT SECTION (305! 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION ( 505) 375 -1901 FAX (305) 372.6339 Your application for Product Approval of: A:tusa "S" Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate lvia :erials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miarni -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shalt not be valid after the expiration dace stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or :manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this epprovel, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITCEE 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. r7 rancisco . . Director 1 of 8 Miami -Dade County Building Code Compliance Offic Homepege: btlis://www.buildingeudiontina.eam ' )d uc : U8 ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 One Piece 'V Tile Trim Piec :s #43 Coated Base Sheet 305 59? 9484 T3 3056233430 P. 02.E 08 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACSEPTANCE: STANDARD CONDITIONS 1. SCOPE This revises a roofing system using Almar 'One Piece S' Clay Roof Tile, as ranufactured Alrnar (USA), Inc. described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the location where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category : Prepared Roofing Sub Category: High Profile Tile 2. PRODLCT DESCRIPTION Manufactured by Test Anol;cant Dimensions Specifications 1= 16 'A" w a 10" '4" thick nominal 1 is varies w = varies varying thickness Product pi,onensions $30 Felt NIA N/A PA 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. PA 112 2.1 Components or products manufactured by others Test 5oecificaljona 2 Product Description Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Descrintion Manufacturer ASTM D 226 Saturated organic felt to generic type 11 be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlay generic Frank Zuloaga, RRC Roofing Product Control Examiner M R 03 '00 0:2:02 i-R 2R it CO • ALMAR (CSA), INC. Product Mineral Surface Cap Sheet Rainproof 11 Ice and Water Shield Wood Battens Tile Nails . Tile Screws Roof Tile Mortar ('Ti IeTiteTM ") 305 597 9484 TO 3056233430 P.33/08 ACCEPTANCE No.: 29_4102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Dimensions Snecificntiung N/A 30 "x75'roll 36 "x75'roll or 60 "x75'roll 36 "x75'roll vertical min. I "x 4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Min. 10d x 3" 8 x2'A "long 0.335' head dia. 0.131" shank dia. 0.175" sctrew thread diameter N/A PA 104 Product pesccjfttion ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment with 2" self - adhering top edge. Jtonufacturrr generic Protect•O -Wrap. Inc. with current NOA PA 103 Self- adhering W.R. Grace Co. underlayment for use as with current NOA a top ply in a two ply underlayment system with Approved 430 or 043 as the base layer. Wood Preservers Salt pressure treated or institute LP - 2 decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 3 Corrosion resistant, smooth, screw or annular ring shank nail. Corrosion resistand coated, square drive, galvanized, coarse thread wood screw Prepared mortar mix designed for mortar set roof tile applications. generic generic generic Bermuda Roof Company, Inc. (with current NOA) Fria: uloaga, RRC Roofing Product Control Examiner W ' JU 06:06 FR BR:ILCO ALRIAR (USA), LNC. Quickcrete Roof Tile Mortar 3. LIMITATIONS NOTICE Off' ACCEPTANCE: Product Djmensions N/A Roof Tile NIA Adhesive ( "Polypro® AH 160 ") Tile - Bond Factory premixed canisters 305 59? 9484 TO 3056233430 Test Snecitica PA 123 See PCA Two component polyurethane adhesive designed for adhesive set roof tile applications. See PCA Single component polyurethane foam roof tile adhesive 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miarni -Dade County Certified Laboratory to perform quarterly test in accordance with PA 1 12, appendix 'A', Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'One Piece S' Clay 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 P.04/88 ACCEPTANCE No. :99- 1102.0{ APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, inc. (with current NOA) Flexible Products (with current NOA) Funk Zuloaga, RRC Roofing Product Control Examiner Table 3: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens One Piece 'S' Tie 2 - 10d Ring Shank Nails 28.6 41.2 Direct Deck 5.27 19.4 1 - 100 Smooth or SCUM Shank Nail 5.1 5.8 4.47 2.8 2 - 10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nall (Field Clip) 23.1 23.1 1$,0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth cr Screw Shank Neils JField Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 ' --- 4 - 57:1 ---- 5.2 __ 2 -10d Ring Shank Nails' 33.1 48.1 I Installation with a 4" tile headla • and fasterners are located a min. of 2W from head of tile. Table 2: Restoring Moments due to Gravity - M (ft -Ibf I Tile Profile 3 ".12" 4 ":12" or less I 5 ":12" 6 ":12" 7 ":12" greater Battens 4.08 or i Direct Deck 4.89 One PieCe'5' Tile Battens Direct 1 Battens Deck J Direct Deck 5.27 Battens 4.31 Direct Dadc 5.18 Battens 4.20 Direct Deck 5.03 4.47 5.35 , 4.40 ALNI R (USA), INC. Table 1: Aerodynamic Multipliers - X (ft') ACCEPTANCE No.: 99- 1102.04 4.2 Data For Attachment Calculations APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS X (ft') Batten Application 0.253 X(ft') Direct Deck Application 0.274 Tile Profile One Piece 'S' Tile 5 can Zuloaga, RAC Roofing Product Control Examiner Table 4: Attachment Resistance Expressed as a Moment M, (ft•Ibf) for Two Patty Adhesive Set Systems Tile 1 Tile Application Profile I Minimum Attachment Resistance One Piece 'S' I Tile Adhesive 29.3' 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Pol oam Product, Inc. Averse we' ht per • a. 8 rams. Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Polyfoam PoyProTM 66.5 Polyfoam PolyProTM 38.7 4 Largepaddy placement of 63grams of PolyPrond. 5 Medium paddy placement of 24arams of PoryPror". Table 4B: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance One Piece ' ' Tiles e Mortar Set' 24.50 MAR 1:73 '00 08:10 FR BF DCO ALMAR (USA), INC. 305 597 9484 TO 3056233430 P.06/09 6 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16,1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING 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 required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Roofing Product Control Examiner PAR 03 '00 08:11 FR BRJ;DCO ALMAR (GSA), INC. I0-1/ 2" 305 597 9484 TO 3056233430 P.07 PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE 7 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANQARD COND1 JOJ Frank Zuloaga. RRC Roofing Product Control Examiner J, 1._ ice_ • at 59? 9484 13 3056.i:33430 P.01/31 1 ALNIAR (USA.), INC. ACCEPTANCE No.: 99- 1102.04 ;NQTICE OF ACCEPTANCE: APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIOZI 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has beer. filed and the original submitted documents, including test - supporting data, engineering documents, are no order than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, end the fcllowir.g statement: "Miami -Dade County Product Control Approval", or as specifically stated in the specific. conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: 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. :f the Acceptance holder has not complied with all the requirements of this acceptance including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has beer. requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 5. 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. 3. Failure to comply with any section of this Acceptance shall be cause for termination and reprove) of Atteprance. �. This Nit ce of Acceptance consists of pages 1 through 7 and this last page 8. ENO OF THIS ACCEPTANC 8 Fran • Zuloaga, ftRC Roofing Producr Control Examiner 406 TOTAL ?AGE.01 ��: Test Location Uplift Pull Test (P or F) 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 F./5 26 pAS 51 �,�s 76 2 4 1 27 b 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 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 98 24 49 74 99 25 50 _ 75 100 THIS REPORT SUBMITTED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION Owner's Name: Ml Ac' - 19 t p.t e-- Job Address. ®DO 04 E S I A 1 '' Em P.E41gtb I Z/27( TEST RESULTS P = PASS, F = FAIL Project Permit #: 1 �4 Roofing Contractor: S �� Type of Tile: a.JL t 4li ' d FQMA *el' Date Installed: ( Z • ( '0' TAE b 09 Approximate Roof Height 1 -feet Roof Pitch 3 ' 1 2 - Type of Access to Roof Scaffolds ✓ Ladder Other Approximate Square Footage of Roof: 3t ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested: VZ • Z • op IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. NOTES' $KETCH OF ROOF JOB too N j, 90 5( y t4 ("44( c-FO,e SHEET NO OF CONTRACTOR CHECKED BY SCALE DATE f' ii t5 �% r A, /U 1 tic 1 z 1 : 4 MARYLOU HERNANDEZ : '.__ MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 '. ■ •F ;',•` Bonded Thru Notary Public Underwriters c.� Notary as to er an or Condo My Commission Expires: ieQr 2,3o FE - "'l A . 9, L10 RADON . 98 Street :tor, Inc. � � J O ,ICATION FOR MIAMI SHORES VILLAGE Tax Folio 11- 3206 - 014 -2570 Historically Designated: Yes Master Permit # Phone (305) 758 -4355 iliami Shores, Fla. C.C.F. • ( 00 NOTARY Address 13800 N.W. 1st Ave. • SS# 265 -21 -4362 Competency # 000017889 Notary as to Con i for or Ovmer -Buil Commission Expires: BOND Phone (305) 751 -0382 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Repair leak at end valley of tile roof on front east side. Square FL Repair Estimated Cost (value) $700.00 WARNING TO OWNER YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. A . , :r Q s. tis2,, i t I o /2► I03 ��t �_ -�-- /6/ /Q 3 i gnature of owner and/or Condo Presi t Date Signature of Contractor or Owner Builder Date Ir .., , .`'gip'`• P„', MARYLO B6BDIANDEZ 1"Y COMMISSION # DD 060579 EXPIRES: October 10, 2005 , x '. 0 5 off ,.``' Dondid Tyro N +.,tary Pukllo Underwrites APPROVED: Zoning Building Mechanical Plumbing Structural Engineer TOTAL DUE OCT 2 8 2003 Electrical • q MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 5 Time Type Insp'n + VOL( R , ___ A_/l) Permit No. E5 P v - 1109 Name L) 1 Address i\t ` 't $ S 1 a Company U� 3 / POOR i'LOi Phone # — 7 1— 0 �8 For Inspector: ob P Approved Correction Re- Insp'n Fee ■ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. /3» 63J7O PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address City State Zip Tenant/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 Phone # Contractor's Company Name Contractor's Address City State Zip Qu ilifier Architect/Engineer's Name (if applicable) Phone # S Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * * * Fe * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ J U - Permit Fee 5 JQ O CCF $ 0 Notary $ Training/Education Fee $ � Technology Fee $ ,� r Scanning $ 3 Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 __, by who is personally known to me or who has produced who is personalty known to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** ,4 APPLICATION APPROVED BY: OCT 2 e 2003 Plans Examiner Chc /14/03 Engineer Zoning 1 Owner's Notification for Roofing Permits issued under the Florida Building Code MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing Considerations 1524.1 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 explained. Y 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 'Q e2 A 11/4 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 16 (High Velocity Hurricane Zones) of the Florida Building Code. (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 (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. t: v` 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 Florida Building Code provides the option of maintaining this appearance. Pe-A(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. -►� lt k 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 the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly;(1*he bui din itself). The existing amount of attic ventilation shall not be reduced. It may be benefictaLto;cOnsider - a zonal venting which can result in extending the service life of the roof. Owner's /Agent's Si a�® Contractor's Signature http: / /www.co.miami- dade.fl.us/ bldg /roofing_permiting /owner_notification.html 10/21/2003 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): 1111111.11111111 '- '1 ' . + , � i .11•11111111111111 ,: t . ■■ ■■■ ■.■• n T. ,.:.1 • . �_. _� ■ o■■■■= , - 4. - 1._ _,, i_ 1 , , .., , ___.- IN --,---- - --, im ■ ■...■■ ■ ■ ■..�C V _ r - ■ Nommeamon ■ ■ ■ ■. ■. ...■ ■ T _- _. r t i t l -- -- - I. 111 , • _ ` rt . I --� , 1 --t , , -. + ? &. `. C L � ( i 1 -t ' -. } l.■C.=■=CM I I I I N!I I I l i. r r ..._ f -t t * t r t � (�/ ` I _% , q■■■■. ■� 4 (a ..: . ( }f 1 i , r , ■ ti 1 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Master Permit No. Contractor's Name: 'Quality Roofing Contractor, Inc. ❑ Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Low slope roof area (ft.') n/a Section A (General Information) Process No. Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles Other: Repair Roof Type Job Address: 800 N.E. 98 Street ❑ New Roof ❑ Re- Roofing ❑ Recovering el Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes El No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft.') n/a Section B (Roof Plan) Page 1 of 1 ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Page 2 Total (ft.') n/a http: / /www.co.miami dade.fl.us/ bldg / roofing_permiting /permit_app_section_a.HTML 10/28/2003 Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305 - 795 -2204 Permit Number: BP2003 -1709 Printed: 10 /30/2003 Applicant: DALE ULMER Owner: ULMER DALE JOB ADDRESS: 800 NE 98 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Parcel # 1132060142570 Permit Status: APPROVED Permit Expiration: 4/25/2004 Construction Value: $700.00 Work: REPAIR ROOF Signed: (INSPECTOR) Page 1 of 1 Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 W1/2 LOT 9 & LOTS 10 11 & 12 BLK 73 Fees: Description Amount FEE2003 -6681 Building Fee $100.00 FEE2003 -6682 CCF $0.60 FEE2003 -6683 Scanning Fee $3.00 FEE2003 -6684 Training and Education Fee $0.20 FEE2003 -6685 Technology Fee $2.50 Total Fees: $106.30 Total Fees: $06 1 3 Total Receipts: $67011 rK,50 isq 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: r3 Owner's Address 800 N. E. 9 8 St r pet Miami Shores Village Building Department -4) N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Dale Ulmer Phone # (305 ) 7 5 8 - 4 3 5 5 City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 8 0 0 N . E. 98 Street City Miami Shores Village County Miami -Dade Zip 3 31 3 8 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Cnntraci nr Phone# (305) 758 -4355 Contractor's Address 13800 N. W. 1st AVe nu e City Miami Qualifier Carlos Arocho Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $700.00 Type of Work: ['Addition ❑Alteration ['New ® Repair/Replace ❑ Demolition Describe Work: Repair leak at tie -in of tile to flat roof. (Uri `l Submittal Fee $ 3 O o2 * * * * * * * * * * * * ** * * * * * * ** *F * * * * * * * * * * * * * * * * ** * * * * * * * * * ** /CO — aoo Notary $ " Training/Education Fee $ 4,9a Scanning $ 6 Radon $ '...--.. Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ -- 3 Repair leak outside roof by the pool. (Continued on opposite side) Permit Fee $ State Florida Zip 33168 Permit No. ) Square Footage Of Work: Repair CCF$ Technology Fee $ 4 � Bonding Company's Name (if applicable) Bonding Company's Address City Moi Mot City Apr corn con. WE OW appl «w; PAl CO1 CO1 Noti pros who, for 1,.. mapci- hurt - wruwr vccurr zeven (1) uuys after me aunaing permit is issued. inspection will not be approved and a reinspection fee will be charged. Signature Dm& S. Owner or Agent The foregoing instrument was acknowledged before me this i' day of i eJ , , 200y, by 194,I c , who is personally known to me or who has produced As ide cation and who did take an oath. 1 =1 - MY COMMISSION # DD 060579 • 5 EXPIRES: October 10, 2005 NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 z) 0 > 5 ro 0 -o cn n o o . - = = a 0 ' C7 co CD ❑ ❑ Signature (Certificate of Competency Holder) NOTARY PUBLIC: Sign: Print: My Commission Expires: x * * * * * * * * * * * * *** * * * * * * * * * * * * * * ** *fit z O 1 4r• z� r In the absence of such posted notice, the Contractor The foregoing instrument was acknowledged before me this ? day of IA . , 20 by earl / ✓v c;L' who is personally known to me or who has produced as identificatio and who did take , oath. COMMISSION # DD 060579 EXPIRES: October'10, 2005 a, o?: Bonded Thru Notary Pubic Under.aders State Certificate or Registration No. Certificate of Competency No.� *************************************************************?* 4*** * ** * * * * * * * * * * * * * * * * * * * * * ** RYLOU HE Plans Examiner Engineer Zoning SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 explained. D1441. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor, j_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 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ,D5 N___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. Dvik 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 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 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. DIU 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 the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. C: \Documents Rod Settl,gekhammae\Lucal Settl.g.Temp\Temporary Internet Files \C,,Ient.IES\OKLBAFTT\SECTION I 52.4f 11.doc a r % rzooci �50 tiernu2 4 wner's /Agent's Signature Date Contra ;�•r's Sig Page 1 of 1 Matter Permit No. 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Contractor's Name: Quality Roofing Contractor, Inc. Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 IN Other: Repair Are there Gas Vent Stacks located on the roof? ❑ Yes © No If yes, what type? ❑ Natural ❑ LPGX Low slope roof area (ft.') n/a Section A (General Information) Proses§ N�. Roof Type Job Address: 800 N.E. 98 Street ❑ New Roof LI Re- Roofing ❑ Recovering In Repair ❑ Maintenance Roof System Information Steep Sloped area (ft.') n/a Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): I I I I I I J_,i i !iIa� i I 1 l i 1 -.� I 1 1 1_1 I I' l 1�?kI ! I I I I I 1I I I I ' I I I I j I, i _ j 1 i IIII 1111 111111! Ill III I!i 1 hi i I - I 1 1 1 1 1 1 i 1 I 1 1 I 1 ! 1 I 1 I i 1= II 11 ' ,_ I I 1 I .,, 11 I_ ii t i 1 _ ' ' i i i _ II' 1 i l l i •1 1 1 1 11 ! 11 1 I I i l l;! I� , I' I 1 ,, , 1 Page 2 Total (ft 2) n/a http:// www. co. miami- dade. fl. us / bldg /roofing_permiting /permit_app_section_a.HTML 2/24/2004 Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Permit,Number: BP2004 -251 Printed: 2/26/2004 Applicant: DALE ULMER Owner: ULMER DALE JOB ADDRESS: 800 NE 98 ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 - 0382 Parcel # 1132060142570 Legal Description: 5 -6 53 42 MIAMI SHORES SEC 3 PB 10 -37 W1/2 LOT 9 & LOTS 10 11 & 12 BLK 73 Fees: Description Amount FEE2004 -2089 Building Fee $100.00 FEE2004 -2094 CCF $0.60 FEE2004 -2095 Training and Education Fee $0.20 FEE2004 -2096 Technology Fee $2.50 FEE2004 -2097 Scanning Fee $6.00 Total Fees: $109.30 Total Fees $1Q9.0 Total Receipts: - ff.b0 Permit Status: APPROVED Permit Expiration: 8/22/2004 Construction Value: $70.00 Work: REPAIR LEAK AT TIE -IN OF TILE TO FLAT ROOF. REPAIR LEAK OUTSIDE ROOF BY THE POOL Signed: (INSPECTOR) Page 1 of 1 5,30 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: