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ROOFINGOwner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Street and Number where work is to be done STATE OF FLORIDA, COUNTY OF DADE. Permit No Disapproved (Signed) _____ MIAMI S . ORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other stricture 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. Location and legal description of lot to be built on: Lot Block Subdi State work to be done and purpose of building (by floors / ► 4-90 IT ► Q c a ss. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation 4,gof, ering -. -_ 2 i Estimated Total cost of improvements $ �"b Amount of Permit $ . g Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be post-_ or inspection on the site of . - .rk such public notice or notices as are required by the Act. The undersigned agrees to employ only s ubcontra rs, on wor o be p- rformed under this permit, as are licensed by Miami Shores Village. �� Remarks (Signed) 4 4=4+1. > 1{' r te °- F..e_rd-_ , ..L.L..0 e Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him statgd are � e . Date. __ Lj 6 I_ Read, Sworn to and Subscribed before me. BUILDING INSPECTION DEPARTMENT Date No.. $tS' Lf )IV Date Notary Public, State of Florida Buil ing rnspectcr My Commission Expires PLANNING BOARD___ DATE Chairman Member Member Member Member ... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hecn obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Zone cubage required 800 STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved (Signed) Building Inspector 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 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 Villar 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. ,19 ......_ Owner's Name and Address ......Mr....Eournle>r ........_... .... No..555..Di. Registered Architect and /or Engineer ..,.. .,,.,,,,.,,.,....•..,,,.,..,M,. Name and address of licensed contrActor 3Ly....g . roS]t ing .8QO...N.E...1.4Z.. s .. Locatii n and legal jlescription of lot to be bus tt on: ,�y} n ,_ / Lot .. -. 'J Block fP Subdivision. 2 � .AA& 4 , vat:. ._ '+L Street and Number where work is to be done 555_JT.E. State work to be done and purpose of build ;ng (by floors )....Reapme...exr4Qting..g, :a.Y.g .roof and replace new_gravel; Roof....... - - New Building Remodeling Addition Repairs X. No. of Stories and for no other purpose. To be constructed of Kind of foundation Roof Covering tar...and..grayels Estimated Total cost of improvements $ 1470.00 Amount of Permit $. _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to 800 -- N.E. -- •147 - - st. The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the rovisions 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed). A) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ye � Permit No..__7 l L� / Date t ( l .... Read, Sworn to and Subscribed before me. e Notary Public, State of Florida My Commission Expires AOc 2 10 »/ to me well known, PLANNING BOARD ..... .DATE Chairman Member Mfcrnber Member Member ...... __...._..__._ ... -_ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning laird. A re impcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date, " t - 1 . 7 Job Address , V l E Legal Description Owner / Lessee / Tenant J Anci re Y'n p,' r Master Permit # t/ / yG 61 55.' /i . 73 14 7 - e Owner's Address / /� / Contracting Co. &be go - j l l Qv . Address / Oft f,dc.�Cc1 " , Phone 68/ - a g6 7 State iM --0 o(o37 Municipal # Competency 4i 370 y Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Permit Type(circle one): BUILDINNG ELECTRICAL WORK DESCRIPTION r iox51 ad/ lhernovk aCe Tut t c 4j /, 3X yvlocVik:te_d bfivvrt -y' r 016 J vok'; /t ( Square Ft. QO U 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 a or'ze the above -n tractor to do the work stated. D _ nature of owner and /or Condo President ate: Not y as to 9:4'#:ie co n esident My ommissio x i, a � �� «,>?.l �� \ =fviy Comm Exp. 7/06/00 1,6 :;;; )Bonded By Service Ins ** * * No. C;548489 * * * Personally Known ( ] Other I. D. (' FEES: PERMIT RADON C.C.F. � APPROVED: Fire Buildin Mechanical Plumbing_ Zoning Tax Folio Address PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN 1 , or/ bC C`i� I0Y14 r , f av I - W 001, 0 +-1 e UQ cln d� IS,iwe � Uwft ) �Giyei, o v Estimated Cost(value) c? V..� Sig>Sature o Date: / C Phone - 13 / 7-412 Y Contractor or Owner-Builder 7Yt4;1, . ( o er- Builder N t ry as iEo ��� � My Commis 'i6'irf ,4, ii o 5tnmi Exp. 7/06/00 , 1...:s.a, �a e�rf - d By Service Ins H0. CC548480 * * #o P" t,.244a.. *H omen i. er ** NOTARY TOTAL DUE 300 Other Electrical Engineering 3 6/.0 Contractor's Name: ROBERTS ROOFING COMPANY Job Address: L5:5L A../i= 7 3 Deck type: ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ® Re roofing ❑ Recovering ❑ Repair ❑ Maintenance E (Asphalt/Fiberglass Shingles) 123.01.78 9,96 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Flat Roof Area (ft [ 7 U Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): c Building Classification category (per ASCE 7 -88 table 1): I ROOF HEIGHT AND SYSTEM DETAILS (Draw details as ne d ATTACHMENT Fastener Type: 1 1 /d A TNG —SHANK NAIL SPACING Field: 1 2" Perimeter: 6" Corner: G" DETAIL 1 & 2 Page -1 ROOF PLAN Ridge Ventilation? N/� Deck type: MEAD HEtctfT 12 1/2 1X6T &G WOOD Underlayment• Iitsul D E T A I L 3 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 3n1h, FP1F Typ TT icon: A NONE Fastener type & spacing: 11/4" Ring Shank Na Cap Sheet: NONE Roof Covering: Page -2 GAF 25 YR.SHINGLES ROYAL SOVERIGN 94- 0105.06 2X2 EAVES DRIP (26) Gauge Gal. Drip edge: STM D 226 ils 12" field ATTACHMENTS 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) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x ^. (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: X X (Aerodynamic Multiplier): ) - M = M PCA: 411 SIC ad. rch .rch rrch rate •ood arch orch .ion" • rills/ 'orch ure• erase 'orch alit*/ roreh , ere• t. ,r ma ' ;;.. ,. ; r Q• F C• VERING MATERIALS (TEVT) 217 or" ;:�t 4 eet:� +1 eo .ors.;yer Ty G1 "G Membrane: " Rubarold •p FR' gra 111},ts>g • Surfacing (Opt'onsl): GAF .FR Aluminum Coating ..t. 1.1/2 «l '. or : ` ash 'r Coat Emulsion et 3• ge /ae. ' • • • • •. • 10.. Deck: 01 5/32 ""`- *"` "- -. ''" "' /2 Insulation (Options* One or more tows perlite, glass .•ibsr, 3/4 In. min, Isocyanurate, ure- thane. psrllts /Isocyanurate composite, perlits /urethane c . -nposite. phenolic, 1-1/2 in. min. r Base Shat One or more layers of Type G2 "GAFGLAS :• 75 Base Sheet ", hot mopped or me• chanieally fastened In place. Ply Sheet:. One or more layers of Type G 1 "GAFGL'+ . Ply 4 ", or " GAFGLAS PIy 6" hot mopped In place.' • Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optionalk GAF Filmed Aluminum Coating st I.1/2 gaVsq or GAF Weather Coat Emulsion at 3 gaVsq. 11. 'Deck C•15/32 Incline: 1/2 • lnsulatlos i'scyanurate. 2 •In. min.. wood fiber, perlite or .glass fiber. any thickness, hot mopped or mechanically fastened In place. Joints oft -set 6 in. Sass Sheet: One or more layers of Type 02 " GAFGLAS #75 Sheet", hot mopped or me- chanically fastened In place. „ .,.,;r, ', o. .:._. , Ply Sheet (Optional): One of more layers of Type G 1 "GAFGLAS Ply 4" or "Ply 6" hot mopped In place. Membrane: "Rubarold Torch FR" (granule). .. Surfacing (Optional): GAF Fibsred Aluminum' Coatirip'•.t'.'1;1 /2 gal/sq or GAF Weather Cost Emulslon et 3 gaVsq. 12. Deck: C -15/32 incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass, fiber, any thickness. hot mopped or ms• chanieally fastened In place..JoMts offset 61n.... .. • Sass Sheet One or more layers of Type 02 " GAFGLAS #76 Base Sheet ", hot mopped or me- chanically fastened in place., • Ply Shat Once( more layers of Type 01 "GAFGUS Ply 4" or "Ply 6 ", hot mopped in place. Membranes "Rubarold Torch FR" (granule). . Surfacing (Optional): GAF Mend Aluminum Coating at 1.1/2 gaVsq or GAF Weather Cost Emulsion at 3 gal/sq. 13. • Deck: NC w • ` . '' '''' ' • tncUn. :2 insulation (Optional): Isocyanurati, wood fiber board. perilts, glass fiber, any thickness, hot• mopped or mechanically fastened In place. Joints off -set 6 In. San Sheet One or more layers of Type 02 "GAFGLAS #76 Base Sheet ", hot mopped in place. PIy Sheet (Optional): One or more layers of Type G 1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. • Membranes "Ruberoid Torch FR" (granule). Surfacing (Optlonalh "GAF Meted Aluminum Coating" at 1.1/2 gaVsq or GAF Weather Coat Emulslon at 3 .gaVsq. • ' •' • • • 14. Deck: NC incitne: 1 Insulation (Optional): Isocyanurate, wood fiber board, p..rIita, glass fiber, any thickness, hot mopped Or mechanically fastened In place. Joints offset •. in. Base Shat: One or more layers of " GAFGLAS #76 Bas, :host ", hot mopped In place ' PIy Shat (Optional): One or more layers of "GAF GLs.• Ply 4" or "Ply 6" hot mopped In place. Membrane: "Rubarold Torch FR•' (granule). Surfacing (Optional): GAF Weather Coat Emulsion appileu at 3 gal/so or GAF Fibered Alum' • 9 num Coating at 1,.1/2 gal/sq. 15 ,, �p scks,G,J,5 , /32 : Inclini: 1/2 'ln ulatton (Optional) Perlin, fiber glass, Isocyanurate, urethane, perilts/isocyanurate compos- he or phenolic... Sas10.hops n��/1 o more layers of Typ 0• , or G -3 buss shat, hot mopped or mechanically funned: m... ;iz, - F, (thwys ,oar. PIy Shat (Optional): One or.more • layers of Type..0.1, hot mopped In place. Membnnst. "Ru eroll.Mop Fp .� IMPIV. ,r 10. Deck:'C•15 /32 ►=' =• :. Incline: 1/2 Insulation (Optional): Perils%, fiber glass, Isocyanurate, urethane, perlits /Isocyanurate compos- ite or phenolic, off -set 6 In. from Joints.. . Duo Sheet One or more layers of Typi 4:1 - iii 0.3 base sheet, hot mopped or mechanically fastened. . PIy Shat (Optional) One or more:Isyen of Type 0.1, hot mopped In place. Membranes Otis layer of "Rubarold Torch" (smooth). • smbnna One layer of "Rubarold Torch FR "•(granule) 0 • 17 Deck: NC ' Incline: 1 ry QF MiAMI� FLORIDA In sulation (Optional) a, fiber glass, wood.flber, •i$ocyanuratt • u ash ne, pert MINA!, yams• r composite or phenolic. t omb's= s �/ ! Base Shaft One or more layers of Type 0.2 or 0.3 base sheet,ter111 ' pad or.nwchgnte l fastened. • Ply Shat (Optional) One or more layers 'of Type 0.1, hot nioppa prft'i :.: - -- Membranes One layer. of "Rubarold Mop FR" (granule). 11. Deck: NC Incline: 1nnning , insulation (Optional) Perlite, fiber glass, wood fiber, Isocyanur e, urethane. psrlits /Isocyanu• rata,composite;or phenolic. y _ z oning Sass Sh (Opllona 0 n 1 ot n ore I a « , ,of Type 0- .or�G.3 bas s eet,�hot mo • • ad o • ehanlcally festerted, i f.t i • ti i Building Ply Shat ({�PdQnti:I) OW r roily' s o Gi pped In"placa MsrhhranRt OnelloYer of +'Rub!! oid'i h'.: smooth). • r S4r ttit8 Msmbrane:Ono layer of Rubiroid: h f:'iwlg„e,u • LOOK FOR MARK ON PRODUCT Msrno DADE GAF Materials Corporation 1361 .Alps Road Wayne, NJ 07470 t1UILOING CODE COMPLIANCE DEPARTMENT SUITE 1G03 METRO.OAOE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -15e3 (306) 776.290I PRODUCT CONTROL NOTICE OF ACCEPTANCE FAx twos) 776•I909 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.: 25- 0330.06 Rodriguez P. Product Control Divits prov. EXPIRES: NON 1 n 1997 Supervisor 0 - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC ANAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade Co Compliance Department and approved by the Building Code Committee to be used in Dade Co the conditions set forth above. APPROVED: _ MAY 0 4 1995 METnOPOLITAN OADE COUNTY, FLQR10A METnO.OAOE FLAGLf'_'fi OUILOING uses Danger,, P.E., Director Building Code Compliance Deparunent Metropolitan Dade County Category. Sub - Category Tv2e: Sub -Type., SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built -up Roofing Modified Bitumen SBS, APP System Description GAF provides warranted systems over various insulated and non - insulated substrates, can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Underwriters Laboratories. GAF modified bitumen membranes have been tested in ASTM D 5147 test requirements. Applicant: GAF Materials Corporation Product Control No.: 95- 0330.06 1361 Alps Road Wayne. NJ 07470 APP roval Date: WAY 0 4 19;5 Expiration Date: NOV 1 0 1 q 97 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 copies of which Application and Corporation and compliance with Insulation Tvpas: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification Materiaj Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A 3 Product Control No.: 95 Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system Wdngs for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency lbting directory for Fire Classificadons. -, duct airae^_; L- ...ceroid® T_ _;: 1 sq. roil -n ooth 87 lbs. Ruberoid® Torch 3 /4 s'q. roll Plus (Granule) 93 Ib. roll Ruberoid® Torch 1 sq. roll Granule 102 lb. roll Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop 1 sq. roll ASTM D 5147 Non- wo'. polyester mat coated with Granule 103 lbs. polyme :.:,odified asphalt and surfaced with mineral granules. Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 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. 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Product Control No.: 95- 0330.06 Test Product Soec :r :cation Descri; *ioq ASTM D 5147 Heavy c.urv, polyester reinforce.:. asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. 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. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retaruant polymer modified assohalt surfaced with min 4 Raul Rodriguez G.AFiLASZ Strata‘ent' (Vent PIy) ror \ailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated GAFGLAS PIy 6® GAFGLAS PIy 4 G.Ai ;LAS #7 Dimensions 3' r 36" 69 Ib. roll 3' x 180' 45 Ib. roll 3' x 180' 40 Ib. roll !08' 75 Ib. roll GAFGLASS 3' x 36' Mineral Surfaced 76 Ib. roll Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoati Emulsion GAF Materials C . r )ration Jet iat, e.::her Plastic Cement 5, 55 gallons Test Specification ASTM D 4897 D 3672 Product Control No.. 95- 0330.06 Product Description Fiber glass oase 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 with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM G 4601 Asphalt ii..:regnated and coated g!..ss mat base s:.cet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. I. 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer .:,.d fibers. Permits adhc ,sun to wet arm dry surfaces. 5 Raul Rodriguez Product Red Rosin Roofing Nails Tin Caps T■, pe `C Gypsum Srurdi -Top Grundy Industrial Emulsion l4 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Test Product Dimensions Specification Description various Minimum # PA 114 12 • Min. 32 ga. x 1V," arious various PA 110 al MB aluminum PA 121 roof coating 3" square 3" round PA 121 PA 114 Barrier Board Plus various PA 110 9 Rosin paper for barrier layer on wood decks Manufacturer generic Corrosion resistant annular generic ring shank nails Product Control No 95- 0330.06 Corrosion resistant circular generic discs. Fire resistant rated ti'..psum generic Wood fiberboard Aluminum roof coating Asphalt emulsion Georgia - Pacific Grundy Industries Grundy Industries PA 114 Insulation fastener steel, [TW Buildex wood or concrete decks Insulation fastener ITV Buildex PA 114 3" square galvalume AZ55 ITW Buildex stress plate PA 114 Polyolefin plastic plate ASTM D 2824 Aluminum roof coating PA 121 Roof coating Polyisocyanurate foam / wood fiber insulation Raul Rodriguez [TW Buildex Karnak Corp. Karnak NRG Barriers, Inc. Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: j4 ' 3 : " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® x75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Fan=ning: 3ase sheet shall be lapped 4" and fastened with approved rooting nails anu tin caps • J.:. In the '.a;) and two rows •raggered in !tic ..f the sheet '. o. Note: Ply 4 and Ply 60 applications require sheathing paper over the w ,ud deck before application of base sheet. Ply Sheet: (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. t 15 %. Membrane: One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lbisq. *15%. Surfacing: (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 Ib /sq. t 15 %. Maximum Design Pressure: -60 psf. `t� <imum Firr ssification: Class 'A'; see k;cneral Limits:1.:n a ?. Maximum Slope: 3:12; see General Limitation 43. Specification No.: N- 1 -1 -MG, N -1 -ii -MGFR, N -1 -1 -MGFR, N -1 -2- 20/30, N- 1- 2- 20 /30FR. N- 1 -1 -MGP Product Control `.o 94.-0330.06 Wood Deck System Limitations: Raul Rodriguez 42 • Product Control No 95- 0330.06 A red rosin sneer shall be ..stalled in ail .. ..d plank decks ei, i.r.Ite asphalt seepage Ind bonding if base sneet . 'od plank deck. .A re.. -:s;n sheet may also be installed on plywood decks as an option. A rea rosy ;: sneer is required on all applications where Ply 4® or Ply 610 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 1. All asphalt shall comply with ASTM D 312 type [II or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. , An overlay /re::ovcr: board ins::lation panel is .: _uired on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip 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. ..,t• 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a 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 usea . a bonding substrate ;nail be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter nailers and metal profile designs shall conform with Dade County Protocol PA 111 of the South Florida Buil g C •de. 168 Raul Rodriguez l Z. 169 Raul Rodriguez Flashings shall be installed according to the manufacturers standard de:a:is. ... 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 11 Permit Application. 13 Roll good materials shall be stored in strict compliance with GAF `laterials Corporation requirements. 1 4. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT. ; rished blowing temperature (FBT) and Clash poll.. Asphalt types and temperature ,)(_) of . iorida . `JI:C 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. 1 5 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 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. 1 9. 7..11 standard pzulct sacs are ac.... ,oic ;ter ,:.:_.. ._. .ttachment nc. . ..:J In approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf 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 n/Q�( mo th 90 lb j , / !/ / . v. 21. product Control No 95- +1330.06 Flstener spacing for insulation atts:nment is oast .1 .i Minimum L.hara,:Cristic Force (F') of 300 Ibf. as tested in :ompliance wit:. , 105. If r as rield tc :ted. is 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 Ruberoide products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. Raul Rodriguez 170 ELECTRICAL PLUMBING Owner of Building Architect Oontractor or Builder A NTRACTORJOR BUI ER Signed• MIAMI SHORES VILLAGE, FL©RIDt DATE NJ UAL •L'i Z.4 195L PERMIT N? 10746 Work to be performed under this Permit Contractor's License No. Subdi Legal Address of \\S Lot �,V ��. Bi. vision I ''► t ‘I • '2 Description, ;��" ^* ! y. f ^ , � '71-) ( .,. Amt. of .,� Value of A Building ..J i' .,� ` �„i_ = Project $ Permit ' BY This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are chan . without uthorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named a ove as the sponntiOility r a thorough knowledge e of the ina and regulations pertaining to the work covered hereby whether shown on the plans r dra Ines or i he statem r specifications and t he omibi dfor work done by his agents, servants or employees. / i ,. f _ 1 ' * INSPECTOR In consideration of the issuance to me of this permit I agree to erform the work covered hereunder in compliance with all ordinances and' regulations pertaining thereto and in strict conformity with the plans, drawings, +ents or specifications submitted to the proper authorities of Miami Shirts Village. In accepting this petit* I assume responsibility for all work done bit.. they, myself, my agent. servant or employee. AUTHORITY LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 N.W. 7th Street Mia,ni, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 ETS Environmental Testing Service 4211 Southwest 74 Avenue Davie, Florida 33314 Project: Dear Sirs; TILE UPLIE TEST Residential Home 555 Northeast 93 Street Miami, Florida Information provided by client: Permit Number: 48004 Date Completion: January 8, 2001 Roofing Contractor: Roof by Cherry LG Engineering Services, Inc. Project Number: LG01 - 0090 (Testing Laboratory Certificate #00- 0224.07) C•1•V•1•L E N•G•I•N•E•E•R January 12, 2001 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Altusa Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results. we conclude that the installation of.the roof til at the above.: referenced project meets the..test uire Outlined protoc reqment outld; in the above' mentioned ol;. ease Attached pl find a copy. of our test' report for; your review LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. r ',Mohatnad Sonny.S .11eh, P.E. Project Manager ' . ' TILE u rl TEST Residential Home 555 Northeast 93 Street Miami, Florida Report of TILE UPLIFT TEST for Residential Home 555 Northeast 93 Street Miami, Florida Project Number: LG01-0090 Test Nurnber 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Zegt:StAtti§2:: Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01-0090, Page 1 Test' Number 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Test Load (lbfj 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 -0090, Page 2 :Test 1Nutnber 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 Test Load (lbf): 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG01 -0090, Page 3 North -}- 5J '-3 a pproximate Test Location LG Engineering Services, Inc. -- Tile U li t Test Result -- Project Number: LG01 -00 Page e 4 g g Uplift of 90 , S Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 553 73 ST` Tax Folio /1 3.?0 O/ y /ozo Legal Description Co 1 O d /XJ irar•vi 5//40 $t!2 Historically Designated: Yes p� No Owner/Lessee / Tenant JOS EPA fool' N /EiC Master Permit # 1 g 2O 9 Owner's Address 565 Al E ?J S Phone Contracting Co. /446 ,ay e //E e Address 3fol S kJ YO 110 /1,414 I QualifierX ,3 V C// may SS# - Phone 303$r State # ReboAj ap7 Municipal # Competency # *Sow, Z/ Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL OOFIN PAVING FENCE SIGN WORK DESCRIPTION le L i 4 d F 07 / i / 2 CO ,8i¢Cg /1/71 TLS C)0 /04 f r iC J Square Ft. 2W v 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 ' . zoning. Furth • s : I authorize the above -named contractor to do the work stated. 4 ARV APPROVED: Zoning Building Mechanical Plumbing No . to Owner and/or Condo President Date Notary as My C ssion Expires: My Co Estimated Cost (value) / 600 Signature of Contr ¢ tor or Owner - Builder) Date ontractor or Owner - Builder Sion Expires: Electrical 7 cG "° CYNTHEA BLOCH ��� * MY COMMISSION # CC 843823 EXPIRES: June 6,2003 CYNTHEA BLOCH =,. MY COMMISSION # CC 843823 ?,;op EXPIRES: BondedThru Notary PublicUn riters .. FEES: PERMIT 1 C RADON C.C.F. ' .60 NOTAR BOND 3 ) fa ° Bond,d Thru Notary Public Underwriters TOTAL DUE Date Structural Engineer • A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 2. Description of improvement: A.iQoe1‘ NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 1/ 32 O/ 7 / -020 STATE OF FLORIDA: COUNTY OF DADE: 001 2000 DEC 07 15:11 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: 33'A/I6. 93 ",-;* l/ F/ Gar°to ,6JK5'6 /il:r4 on .sh/oges see -Z 3, Owner(s) name and address: V O S ell STS Alz 93 "11041: Fi Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address:M i6 5y 390/ st.✓ ye .so // /its , i 330z3 5. Surety:(Payment bond required by owner from contractor, it Name and address: Amount of bond $ 6. Lender's name and address: different date • : Ified) Signatur Print Swor Notary Public ►��� Print Notary's Name My Commission Expires STATE OF FLORIDA, COUNTY OF OADE I HEREBY CERTIFY that this is a true copy of the original tiled on This office on d 6 r day or � g(' . , A0 20 CY7'7 WITNiZSS my hand and Official Seal. RJvIN, CLERK, of Crew, 3ndCodntyCodrta By cxC. 7. Persons within the State of Florida designated by Owner upo = ices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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 dal : of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a me To, Si/ if RA va£ .e subscribed before me this day of soze , 2000 eared by fl�bc/1 o� 1e ay otiointy dress:JTC /ScJ1/4) 33o z,2_ r Contractor's Name:: /3 Job Address: ROOF HEIGHT AND SYSTEM DETAILS 4#fk rrt,wttsLs,llhel0 (Draw details as needed) P�PsiWCi- r i a ; 75 Ft. Ft. 129.0178 499 • seas Piy y , z Ay Deck type: r• Fa ener Type:/ . Ti•d Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ATT CIIMENT /y S 1' A CIN Field:60 AP Perimeter: t • Corner: 664 DETAIL 1 & 2 x2 a( x .t6 4•i wc. /9 Page -1 SSs - AJE 73 S� ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail-On Tile) , (Mertar-Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ArRe roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') (/ Sloped Roof Area (ft) oq5 D0 Total (ft') 0 2,x. DO Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): '/1 ROOF PLAN • RIJge VentlI■llonl Deck type: � MEAN IIEICIIT /2 Appendix 11 UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 12•' 14001111.0U D E T A I L 3 SLOPED SYSTEM' /)ESCRIP% ION Fastener type & sparing: (PI/IAxi: Y.4d x X (Aerodynamic Multiplier) 27 ) - (Pinar: ?MX 21. (Aerodynamic Multiplier):A!7 ) - (Pinax3: /6esx a, (Aerodynamic Multiplier):0•2?Y ) - Cop Sheet: G : to/ / 1 ; 1 0 7.441 /2 , /two Roof Covering: Air -0;to • TILE CALCULATIONS M B : 3f =M, M •S3�' =M N • g r2 Page -2 /¢ /1VS15 Tice Delp edge: 21(z ta Sic3 A6 64 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description h) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals • Y PCA: 7 PCA3Z7 o9/ PCA: y6,l ?Xs a 027Y • A I'PCNI)IX "F" • REQUIRED bll'tNERS NOTIFICATION FOR IR00hli' (; CONSII)EltATIONS As it pertains to this Appendix HI:". it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owncr with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the Soutar Florida [Wilding Code (S141C) govern all the minimum requirements nod standards of thc for roofing system installations. A \dditionally, the following items should bc addressed as part of the agreement between the owner and the contractor. The owner's initial in the acct l • vindicates that the item ha:; been explained. Aesthetics- 11'orl:mtanship: The worknr►ship provisions of Chapter 34 are for the purpose of via ing that thc roofing s•stent meets the wind resistance and water intrusion performance standards. csthctics (appearance) issues are not a consideration with respect to %vorkn►anship provisions. Aesthetic issues such as color or area :itcct::,n! appearance, that arc not part of a inn►i►g odc, should be addressed as part of the ecntc it between (Itc owner and thc contractor, 2. Renailing Wood Decks: When replacing roofing. the existing wood roof deck may have to be renailcd nc ordancc withsthc current provisions of Chapter 29 oldie Sf13C. ('II►e roof deck is usually concealed prior to mov g 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 ncr should notify the occupants of adjacent units of roofing work to be performed. • Exposed ceilings: Exposed, open beam ceilings are %vhcrc the underside of the roof decking can be loved front 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 Sf I3C provides the option of maintaining ►is appcarancc. .4 'S. I'onding 11'a ter: The current roof system and /or deck of the building may not drain well and may ause water to pond (accumulate) in low - lying areas of the roof. I'onding can be an indication of structural distress and may require the review of a profes structural cngincec, Ponding may shorten the Iifc expectancy and performance of the new roofing system. fording conditions may not be evident until the original r te fing system is removed. Ponding conditions should be corrected. Overflow Scuppers. (wall outlets): It is required that rainwater flog': off so that the roof is not crloadcd from a build up of water. Perimeter /edge %calls or other roof extensions may block this discharge if overflow scuppers (wall outlets) arc not provided. It may be necessary to install overflow scuppers in accordance 'th C aptcr 2) of tin': SFI3C. 7, Ventilation: vlost roof structures should have sonic ability to vent natural airflow through the interior laic structural assembly (the building itself). The existing amount of attic ventilation shall not bc reduced. It y be beneficial to consider additional venting which can result in extending the service life of the roof. S. The '.owner may contact the Ivlian►i•Dadc County Consumer Servi :cs Department for f:t :thcr eu forntatio regarding the above. ncr' Agent's ` ignaturc Date MIAMI-0AOE MINI • Approved: 12/16/1999 4 . 1 1orAot mn1t orlr1.rc<• nn•'Irn•1 "' MIAMI -DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING • BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX F 05j 75.2908 • Almar (USA), Ijlc: r . ' CON'T'RACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 6645 NW 77 Ave IV[I�tI2)I FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 Your application for Product Approval of PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Allusrr "S" Tile udder Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the IVliami -Dade County Building Code Compliance Office (BCCO) under the conditions.specifed herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved mariner, 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„■ill be incurred by the manufacturer. . Acceptance No.:99- 1102.04 (Revises No.: 97- 0918.02) Expires:12 /16/2002 Raul Rodriguez Chief Product Control Division THIS IS THE GOVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTI?1i 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. rancisco I, Quintana, - [..A. Director 1 of 8 Miami -Dade County Building Code Compliance Offici r. FE3-10 -00 THU 7 25 AM ABC. SUPPLY. ALMAR INC. Trim Pieces ,. h ki fIh? of ACCEPTANCE: STANDARD CONDITIONS SCOPE This revises a rooting system using Almar'One Piece S' Clay Roof Tile, as manufactured 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 locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Sub Category: 2. PRODUCT DESCRIPTION Manufactured y Applicant One Piece 'S' Tile Product Dimensions #30 Felt N/A i 43 Coated Base Sheet Prepared Roofing Nigh Profile Tile Test Dimensions Specifications I =18 %2" w= 10" Y2" thick nominal 1= varies w = varies varying thickness 2.1 Components or products manufactured by others N/A Tes t Specifications ASTM D 226 type if ASTM D 2626 FAX N0. 954 491 4489 P. 2 ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 PA 112 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each the profile. Product Description Saturated organic felt to generic be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underla Product Description Manufacturer generic ALMYMAk (USA), INC. ACCEPTANCE No.: 99- 1102.01 Tile Nails 'File Screws • Product i Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Wood Battens Roof Tile Mortar ( "Ti IeTiteT "' ") NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Dimensions It N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll Min. IOd x 3" #8 x 2 '' /:" long 0.335" head dia. 0.131" shank dia. 0.175" sctrew thread diameter NIA Test Product Specifications Description ASTM D 249 Mineral surfaced - asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 PA 103 Single ply, nail -on underlayment with 2" self-adhering top edge. Self- adhering underlayment for use as a top ply in a two ply underlayment system with Approved #30 or #43 as the base layer. vertical Wood Preservers Salt pressure treated or min, 1" x 4" Institute LP • 2 decay resistant lumber. horizontal battens min. 1" x 4" for use with vertical battens or min, I" x 2" for use alone PA 114 Appendix E PA 114 Appendix E PA 123 3 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 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. 14Ianu Inc turer generic Protect -O -Wrap, Inc. with current NOA W.R.•Grace Co. with current NOA generic generic generic Bermuda Roof' Company, Inc. (with current NOA) Frank zuloaga, RRC Roofing Product Control Examiner ALMAR (USA), INC. • Roof Tile Adhesive ( "Polyproob A11)60") • Tile -Bond Test ' Product Dimensions Specifications Quickcrete Roof N/A PA 123 Tile Mortar 3. LIMITATIONS N/A Factory premixed canisters See PCA See PCA .1 ACCEPTANCE No. : 99- 1102.04 APPROVED :December 16, 1999 EX.PJRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive M:t nufazgar Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) 3.1 Fire classification is not part of this acceptance. . 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified 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. 3.4 Minimum underlayrnents shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30 /9Q. 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. Frank Zuloaga, RRC Rooting Product Control Examiner FEB THU • T:27 AM ABC, SUPPLY, ALMA,R (USA), INC. • Tile Profile One Piece 'S' Tire f • S4 Tile Profile One Piece 'S' Tile NOTiiC'F, OF ACCEPTANCE: 4.2 Data For Attachment Calculations Tile Fastener Type Profile One Piece S 2 -10d Ring Shank Nails Tile Table 1: Aerodynamic Multi - X (ft') --"- X (ft') Batten Application 2 . #8 Screws 58.2 1.10d Smooth or Screw 23,1 Shank Nail (Field Clip) 1 -10d Smooth or Screw 29.3 Shank Nail (Eave Clip) 2 -10d Smooth or Screw 27.6 Shank Nails (Field Clip) 2 -10d Smooth or Screw 38.1 Shank Nails (Eave Clip) 2 - 10d Ring hank Nails Direct Deck (min 15/32" plywood) 28.6 5.1 6.9 28.7 33.1 FAX 1` I0, 954 491 4489 STANDARD CONDITIONS 0.253 ACCEPTANCE No.: 99-1102.04 APPROVED EXPIRES Table 2: Restoring Moments due to Gravity - M (ft -Ibf 3 ":12" 4":12" 5" :12" I 6 "112" ` 7 ":12" or or less Battens Direct Battens Direct Battens Direct Battens Direct Batt s at b Direct - Deck Deck Deck Deck 4.47 5,35 4.40 5,27 4.31 5.16 4.20 5.03 4.08 D 4 89 Table 3: Attachment Resistance Expressed as a Moment - M - ""'"1 for Nail -On Systems , (ft -Ibf) 1, -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 . #8 Screw Direct Deck (min. 19/32" plywood) 41.2 6.8 9.2 28.7 58.2 23.1 29.3 27.6 38.1 :December 16, 1999 :December 16, 2002 Direct Deck Application 0.274 Battens 19.4 ~� 2.8 7.3 N/A _26.8 - 19.0 38.6 41,8 48.1 45.2 -.. -.w �. I Installation with a 4" tile headlap and fasterners are located a min. of 2%2" from head of tile. • P, 5 Table 4; Attachment Resistance Expressed as a Moment ' for Two Patty Adhesive Set Systems M, (ft -Ibf) .Minimum Attachment Resistance 29 Tile Profile Tile Application . One Piece 'S' Tile Adhesive 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. polyfoam Product, Inc. Avers a wei ht per patty rams. ' _�,___ 38. 1 Table 4A: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) 1 for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance One Piece 'S' Tile Polyfoam PolyPro 66.5' Polyfoam Pol Pr'L..oTM . _�,___ 38. 1 4 Large paddy placement of 63grams of PolyProTM. 5 Medium paddy placement ot24grams of PoyProTM, Table 4B: Attachment Resistance Expressed as a Moment - M,(ft-lbf) for Mortar Set Systems Tile . Profile Tile Application Attachment Resistance One Piece 'S' Tile Mortar Set' 24.50 .ALMAR (USA), INC. 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 ALIVIAR (USA), INC. ACCEPTANCE No.: 99- 1.102.04 • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS r \-- ' 12a4 rAil. t - -- LOCKS 10 -1/ 2" PROFILE DRAWINGS ONE PIECE `S' CLAY ROOF TILE 7 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Frank Zuloaga. RRC Roofing Product Control Examiner • FEB 1.0 -QQ THU 7 :31 AM ABC.°..SUPPLY ALMAR (USA), 1NC: I ' NICE OF ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application 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 -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. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. r' . 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPTANC FAX NO: 954 491 4489 P 1 ACCEPTANCE No.: 99 1102,04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 `1. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through, the filing of a revision application with appropriate fee) and granted by this office. S. Any of the followingshall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade 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 termination and removal of Acceptance. 33 squares STATE OF FLORIDA, COUNTY OF DADE. j ss But ing Inspe Chairman Member Member ...... 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 build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address . Mr.R.... Andrea FQVrnigr — No. 5.55 . street. ,c 't,.....93,1.a 'St,. Registered Architect and /or Engineer :.,, :..- , - - : :.. Name and address of licensed contractor Lang - ,Roofing, & Tile Co, Inc.,. 573 NJ!, 71 St. Miami,. Location and legal description of lot to be built on: Florida 33150 Lot . Block Subdivision ....._ — ..__ Street and Number where work is to be done.555 N • F • 93rd Street ^ — State work to be done and purpose of building (by floors)..Q9? oletP...�e"X O.Q. .....� .�.Pr.. L... Y_e ,l ._.., ttn._ 1-3 0# felt to sheathing, mop 1 -901b. slate, 1 -layer of tile. Gravel: tin - (# 1 v mop 2 -15# felts with hot asphalte f n o o h a p purpose. New New Building Remodeling Addition Repairs Re -r oof No. of Stories 1 To be constructed of Kind of foundation Roof Covering Tile & Gravel Estimated Total cost of improvements $.3.,295, 00 Amount of Permit S....9.0 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup > lewent, 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 si - . e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subco • ctors, on ork t. performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signe Member Member Member LANNINC BOARD DATE Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the forgoing application, and that he did sign the same, and that all facts therein by him s ted are tru e. 1 r ,i Permit No _(. ( ( Date i1 S_._ Read, Sworn to and Subscribed before me. Disapproved .... Dat Notary Public, State of Florida (Signed) : arY My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re inspcction fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.