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75 NE 98 St (3)Disapproved . Date. (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby 'uncle for thc approval of the detailed statement su tile plans and specifications herewith submitted for the build . in 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 Villa shall be complied with, whether here y of approved plans and specifications must be kept at building during progress of the work. Building Inspector My Comrn Julep Expires Owner's Name and Address -- No.-25-- sb....2..E 9.atb ai A. J. Mustard Registered Architect and/or Engineer •VT• 999 ter17111T1t.11, Name and address of licensed contractor Carruth Roofing_Co. 01 NW a St Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done... 25 _NE 9.8th State work to be done and purpose of building (by floors) Re—roof garage only — 62_squares Exavel ..... and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories 1 _ To be constructed of Kind of foundation Roof Covering gravel Estimated Total cost of improvements $ 980,00 Amount of Permit - 2 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 3966, Compiled General Laws of Florida. Permanent Supplement, and has complied ith the provisions thereof, and will require similar compliance from all contractors or sub employed by him in the work to bc 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 subcon work to bepcdord under this permit, as are licensed by Miami Shores Village. Rem.uks (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 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 are Permit No..- Date g3 Read, Sworn to and Subscribed before me. Notary Public, State of Florida to me wen known, PLANNING BOARD. .. ... — — DATE Chairman - — . — . — Member Nicmlicr — Member _ - •••••• • • .4•0 •■••••••••••••• •■••••••••••■•■•••••■••••••■■■••••••■■••■••••••••■am 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 111.innir.g Board. A re.inspeution fee of 31.00 will be charged when such re-inspection is made necessary by Improper notice for inspection or fault, materials and/or workmanship. Registered Architect and/or Engineer Name and address of licensed contractor Street and Number where work is to be done 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. Date 19 Owner's Name and Address 146 • � Jr hI'u6 '7/ 1 vo• Street �-/ Location and legal description of lot to be buil on: L0� / 1' d" e / ° ' Block Subdivision SJ ( k, / • • State work k to don e d purpose wilding 1 floors) stye rior colors (submit samples) fI�I / 'Il ' 1'i //sL/ i • / / • rn• Ro Cover ng 0 er No / Storiee- S. ' 1 ' — _/1I.� �✓ ' Q do pa New Bui ding 41 ode t Addition • Repairs 'lb be constructed of / D Kind of foundation Estimated Total cost of improvements $ / Oi O 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 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 undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. 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. Permit No. . p// P Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 8..a6/3 1/1o ar Notary Public. State of Florida e. Date 1 -24 -97 Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Mrs . Mustard Owner's Address 75 N. E. 98 Street Phone 758-0120 ContractingCQuality Roofing Contractor, Inc. Address 251 N.W. 99th Street Qualifier Carlos Arocho SS# Phone 751-0382 State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTIONTear off flat deck roof to wood deck, tin cap base sheet felt as per building code, mop on with type III asphalt one layer of modified bitumen and install eave drip metals. Square Ft. 7 s q . 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. Sign . s>r e of owner and/or Condo President Date r : L. .• OU HER MY COMMISSION # CC 324212 EXPIRES: Octobar 10, 1997 '• 04 . Bonded T Notary Public Undervrtfters II 44_41 Notary as to @'weer an My Commission Expir FEES: PERMIT b 0 • RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 75 N . E. 98 Street Tax Folio 41/ APPROVED: Zoning Buildin Mechanical Plumbing 9 O C.C.F. 1 NOTARY BOND 3 e 0 TOTAL DUES 1 .°2 C3 Master Permit # Estimated Cost (value) $1 , 7 0 (_ 0 0 Signature of Contractor or Owner - Builder • • .. - //AA- Notary as to C.'tractor My Commission Expir Electrical tA� Engineering L/0 MARYLO ERNANDEZ MY COMMISSION # CC 324212 WIRES: Octobar 10, 1997 e,q; Bonded Thor Notary Public Underwriters —0 ' Date /'1 Date Contractor's Name: i ow Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof 11 n_ I r al O c.„‘ , f1 , 5 0.66\- e- afOCJob Address: 1.c4A O .S vc oGQno ROOF CATEGORY ❑ (Nail -On Tile) Ob ar Ft. n v Ft. Deck type: wan e \ \ 1C (o 0 •ATTACHMENT DETAIL I & Appenaiz UNIFORM ROOFING PERMIT APPLICATION PROCESS No. 16 /0.g. 9 F` s -e6f ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) � ROOF TYPE L�' Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 1 7 S9 . 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): / Fastener Type: 1 l' .n3 SV.wnke- Yin.. � S ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING 1 ► ►t Field: �� p .t _ Perimeter: (j Q,L, Corner: to pt,: Page -1 ❑ (Mortar - Adhesive Set Tile) ROOF PLAN 3 GS Roofing Products Company, Inc. • 5525 MacArthur Blvd., Suite 900 Irving, TX 75038 Your application for Product Approval of GS Roofing Modified Bitumen Roof iystcm4 under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Applied Research Laboratories, Factory Mutual Research Corporation, Underwriters Laboratories and United States Testing Company, 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 any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Codc Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Codc bc enacted affecting this product or material. The expense of such testing will be incurrcd by the Manufacturer. / ��✓ PRODUCT NO. : ACCEPTANCE NO.: 95- 0502.04"(Reviscs No.: 9.1- 0531.041 Raul Rodriguez Product Control Division EXPIRES: 0911 2/97 Supervisor - PLEASE NOTE - THIS IS THE COYERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dadc County Building Codc Compliance Dcpartmcnt and approved by .the Building Code Committee to b c u in Dadc Cot Florida under the conditions set forth above. APPROVED: 06/13/95 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL SECTION (305) 375-2902 PRODUCT CONTROL, NOTICE OF ACCEPTANCE FAX (305) 372-6339 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -OAOE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2908 Charles Danger, P.E., Director Building Code Compliance Dcpartmcnt Metropolitan Dade County 'IOTICF. OF ACCFPTANCF._ STANDARD CONDITIONS 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years. have been re-evaluated. All reports of re- testing shall bear the seal. signature and date of an engineer registered in thc State of Florida. Any revision or change in the materials, use, or manufacture of the product or process shalt automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance. of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shalt not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words 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. 6. Product approval drawings, where required for permit applications, shall be provided to thc applicant by thc manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval supersedes No. 94- 031 Raul Rodriguez . Product Control Division Supervisor Test Product , Product Dimensions Specification Description Flintlastic FR Cap 39 x 34' 2"; ASTM D 5147 Fire resistant, granule surfaced SBS Roll weight: 90 Modified Bitumen membrane with lbs. fiberglass mat reinforcement for mop (1 square) applications. GlasBasemt Base Sheet 36" x 108'; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) Poly SMS Base Sheet 39 '/ x " x 64' 4 "; ASTM D 5147 Modified Bitumen, coated polyester Roll weight: 90 base sheet. lbs. (2 squares) Yosemite® Mineral 36" x 36'; Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced Cap Sheet weight: 90 lbs. UL Type 30 sheet. (1 square) Stormshield 36" x 75'; Roll PA 103s Slag surfaced SBS Modified Bitumen weight 76 lbs. sheet with fiberglass reinforcement for (2 squares) peel and stick application. 4 Raul Rodriguez Product Control No.: 95- 0302.04 Product Hy Therm Pyrox APOC 212 Sunbright 400 MBA ACFoam 11 Celcorc Dckfast Fasteners 1 414 Dckfast Hex Plate TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Dimensions various various various Anchorbond Fastener Anchorbond LCW" lightweight Concrete fasteners High Density various Fiberboard 27/8 " 3 1/4" Test Specification PA 110 PA 110 PA 121 PA 121 ASTM 3019 Type 111 PA 110 PA 110 PA 114 PA 114 PA 100 Dckfast Lock Plate 3" x 3 1/4" .PA 114 PA 114 Insulation fastener for steel Construction and concrete decks Fasteners Ind. PA 114 Galvalumc hex stress plate. Construction Fasteners Inc. 5 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Aluminum roof coating. Roof coating Asphalt based cold applied adhesive. Polyisocyanurate foam insulation Cellular insulating concrete system Insulation fastener and metal or plastic plate Base ply fastening systems for lightweight concrete decks' Wood fiber insulation Polypropylene locking plate. Raul Rodriguez Product Control No.: 95 0502.04 Manufacturer Apache Products Co. Apache Products Co. APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner APOC, Subsidiary of Gardner Atlas Energy Products Celcorc, Inc. Cclotcx Corp. • Cclotex Corp. Cclotcx Corp. Construction Fasteners Inc. Product Dekfast Fasteners #I5 Dekfast Fasteners #12 TPR Elastizell FM -30, FM -45, FM -60, FM -90 Fasteners Nail -Tice Type 'A' Nail -Titc Type 'R' GAFTITE Asphalt Emulsion Gardner Cold Process Roof Cement Asphalt Asphalt Primer Test Product Dimensions ,Specification Description PA 114 PA 114 PA 114 PA 110 PA 114 PA114 PA 114 various PA 114 PA 121 High Density Wood various PA 110 Fiberboard 6 Insulation fasteners for concrete decks Aluminum fastener for lightweight, gypsum and tectum decks Base ply fastening systems for lightweight concrete decks Galvanized steel base ply fastcncr for lightweight concrete decks Base sheet fastening system. Asphalt emulsion 1, 5, 55 ASTM •D 3019 Fibcred asphaltic general Gardner gallons Type 111 purpose lap and ply cement. ASTM D 312 Typc 111 or 1V hot asphalt generic bituincn adhesive ASTM D 41 Asphalt Primer Insulation fastener for steel and wood decks. Cellular insulating concrete system Wood fiber insulation board Rau! Rodriguez Product Control No.: 95- 0502.04 Manufacturer Construction Fasteners Inc. Construction Fasteners Inc. Creative Construction Components Elastizcll Corp. ES Products, Inc. Galvanized steel base ply ES Products, Inc. fastener for lightweight concrctc decks ES Products, Inc. GAF Gardner generic generic Product Perlite insulation Red Rosin Roofing Nails Tin Caps' al MB aluminum roof coating Karnak 81 AF Modified Bitumen Adhesive (Brush Grade) Karnak 81 AF Modified Bitumen Adhesive (Trowel Grade) Karnak 97 AF Karnak 97 Monscy MBA Gold 1, 5.55 Membrane gallons Adhesive Progradc Fibcrcd Aluminum E'NERG'Y PSI -25 various E'NRG'Y -1 • Tcst Dimensions Specification various various PA 110 Minimum # PA 114 12 Min. 32 ga. x 1 ' 4 " 5, 55 gallons various PA 121 Product Description Manufacturer Perlite insulation board generic Rosin paper for barrier generic layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Aluminum roof coating Grundy Industries ASTM D 3019 Cold applied SBS modified Karnak type 111, ASTM adhesive for application of D 3409 SBS modified bitumen systems. 5, 55 gallons ASTM D 3019 Cold applied SOS modified Karnak type 111, ASTM adhesive for application of D 3409 SBS modified bitumen • systems. PA 121 Roof coating Karnak PA 121 Roof coating Karnak Product Control No.: 95- 0502.04 ASTM D 3019 Fibratcd, rubberized cement Monscy Products type III for bonding modified Co. bitumen membranes. PA 121 Fibratcd aluminum roof Monscy Products coating. Co. PA 1 10 Polyisocyanuratc foam NRG Barriers, Inc. insulation PA 110 Polyisocyanuratc foam • NRG Barriers, Inc. insulation 7 Raul Rodriguez Product E'NRG'Y -2 Plus E'NRG'Y -2 N.T.B. Magnum N.T.B. Spin Weld Plate N.T.B. Plate Olympic Fastener .. ;:12 Olympic Fastener "14 Olympic CR Basc • Felt Fastener and Base Sheet Disc Dimensions various various Test • Product ,Specification Description PA 110 PA 110 PA 114 2" round PA 114 N.T.B. Plastic Platc 3" round PA 114 . PA 114 PA 114 PA 114 PA 11'4 Olympic Fastener PA 114 8 • Polyisocyanuratc foam insulation Polyisocyanuratc foam insulation Glass reinforced nylon fastener for use in gypsum and ccnientitious wood fiber decks. 2" round amorphorus nylon locking plate for use with N.T.B. fasteners with I" head '3" round polypropylene stress plate for use with N.T.B. fasteners 3" round galvalume AZSS plate for use with N.T.13. fasteners Insulation fastener Insulation fastener Insulation fastcncr assembly for Base Shcct fastening only Insulation fastener Raul Rodriguez Product Control No.: 95 Manul'acturer NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manu facturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Product Olympic Polypropylene Olympic Standard 3" round PA 114 Fiberglas Paroc Cap Board UltraGard Gold Rawl 2" Plate Rawl 3" Plate Rawlitc Rawlite 3" Plate Aluma- I3ritc No. 120 Test Product Dimensions ,Specification Description 3.25" round PA 114 Polypropylene plastic platc various PA 110 various PA 110 various PA 110 2" round PA 114 3" round 3" round PA 114 �2I00- Mpdjfied' 1,5,55 A Weather gallons, also Flashing Ccment available in 10.5 ounce caulking tubcs. PA 114 PA 114• PA 121 9 3" round galvalumc AZ55 steel plate Fiber glass roof insulation Rockwool insulation Polyisocyanurate foam insulation 2" round galvalumc AZ55 membrane platc C 3" round galvalumc AZ55 • f1 steel plate C Insulation fastener for ccmcntitious and gypsum decks Product Control No.: 95- 0502.04 Manufacturer Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owens- Cornin Fiberglas Corp. Parcel:, Inc. The Rawlplug ompany Inc. tc Rawlplug ompany Inc. The Rawlplug Company Inc, . 3" round galvalumc AZ55 The Rawlplug steel platc for use with Company Inc. Rawlitc fasteners ASTM D 3019 Rubberized all - weather (Type 111) and flashing cement, trowel D 3409 grade, modiGcd adhesive. Fibratcd aluminum roof coating. Raul Rodriguez Tropical Asphalt Products Corp. g Schuller International Inc. Tropical Asphalt Products Corporation Test Agency/Identifier Applied Research Laboratories Factory Mutual Research Corporation Underwriters Laboratories United States Testing Company, Inc. Name Physical Properties Current Insulation Fastening Requirements Fire Classification Compliance ASTM D 5147 ASTM D 5147 Test Reports I0 ReTort 28013 FMRC 1994 R1190 97457 -4 97- 457 -2R Raul Rodriguez Product Control No.: 95- 0502.04 Date 06/02/87 01/01/94 07/13/87 06/03/88 12/02/87 Material Wood Steel Concrete Lightweight Concrete Cementitious Wood Fiber Poured Gypsum Material Wood Steel Concrete Lightweight Concrcte Poured Gypsum Vote: Fire classifications and maximum deck types. Rcvicw system listings for Roofing Materials Dircctory or other Classifications. - - 7 Fibrous glass Perl ite Fiberboard Rockwool Polyisocyanurate Polyisocyanurate Composite Board Maximum Design Pressures Maximum Fire Classification Design Pressure -60 psf -60 psf -135 psf -45 psf -52 psf -52 psf Classification Class A Class A Class A Class A Class A design pressures design p approved testing I I Raul Rodriguez Product Control No.: 95- 0502.04 do not reference all assemblies over and the Underwriters Laborttorics agency listing directory for Fire Membrane Type: SBS Dec{: Type 1: Deco: Description: System Type E(1): All General and System Limitations apply. . Base Sheet: Fastening: Ply Sheet: ivlembrane: Surfacing: ivlaximum Design Pressure: Maximum _Fire Classification: fvlaximum Slope: Specification No.: Product Control No.: 95- 0502.04 Wood, Non - insulated ' ° / 3 ." or greater plywood or wood plank decks Base sheet mechanically fastened. Onc or more plies of GS Gins [3asc, GS Flex-1 Glas Base, Flex-I Gins FR Base or GS Poly SMS base mechanically fastened to the deck as detailed below. Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. (Optional) Sec products listed under 'Base Sheet' above, or one or more plies of GS Flintlastic Ply IV or Ply VI adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One ply of Flintlastic FR -P, Flintlastic FR Cap, Flintlastic GMS, Flintlastic Premium GMS adhered to the bast sheet with approved mopping asphalt applied within the EVT range and at a rate of 20 -40 Ibsfsq.; or Flintlastic GTS Torch adhered to the base sheet. (Optional) Install one oldie following: 1. 400 lb/sq. gravel or 300 lb/sq. slag in a flood coat of approved mopping asphalt at an application rate of 60 lb./sq.. • 2. Karnak 97 or APOC 212 Fibrated Aliuninunt at an application rate of I 'V: gal./sq.. -45 psf. Class 'A'; see General Limitation #2. 1:12; sec General Limitation #3. GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 35 Raul Rodriguez .c 3c Membrane: • One ply of GLASBASE base sheet and one ply of FLINTLASTIC FR modified bitumen roll roofing. Summary of Materials: Per :100 Square Feet GLASBASE Base Sheet (1 "ply) ... 23 lbs. Type III Asphalt Solid Mopping .. 25 lbs. FLINTLASTIC roll roofin• 1 pl 100 lbs. Approximate Total Fin(shed Weight 148 lbs. without optional surfaoing • V R For use over nailabl.e decks • 266 ROOF COVERING (TEVT) 11 0 0 F I N G , SYSTEMS (TG FU)— Continued Membrane: "FlintlastIc STA", •"GTA", "GTA Black Diamond" or "GTA White Diamond", heat f used. • rti.11 re.) : : . . , . • • ...,.. . • • f, t! •. . • . -• • • • .• '.•-• . •V;■ • .- ". • ' .•— . • • 3. Deck: C-15/32 • " • • Incline: 1/4 • ' • • Base Sheet Type G2, mechanically fastened. •, •••:• ' - .•;• • ,. - .• •• f'%s:el.•Membrane:•PFlintlestic 'STA", "GTA'GTAl Bieck Diamond" or "GTA White 'Diamond", heat f u s e d . - . — • Surfacing: Gravel. ' • ''..,:•• . . :... • '..• 4. Deck: C-15/32' • .‘,.. • Incline: 1 "Ail joints blocked with' 2x4's. . ,. , Base Sheet Type G2, nalledt •,•• - ' •-, ' • •' • • • '. Membrane: "Flintiastic GMS", "GMS Premium" or "GMS Black Dlimond", adhered with hot roofing asphalt. Surfacing: Gravel., 6:•'; 'Deck: C-15/32l ;.' i • • ' "•,, • • . ' • Incline: 1/2 . . .. InsulaUon: Celotex "Hy-Tec", 2 in. min, Joints In insulation must be offset 6 in. from joints is deck mechanically fastened. .' .• • - ••• , , • • ' . • ' •." •' ••'. • •• Base Sheet Type G2, fastened or adhered with hot roofing asphalt. '• - x MembrineFlittilasitic - GMS"I"GMS Prenilum' or "GMS Black Diamond", adhered with het roofing asphalt. .. • .''' • Surfacing: Gravel: 8. Deck: C-15/32 Incline: 1/2 Insulation: Celotex "Hy-Tec", 2 In. min, joints in insulation must be offset•6 in. from joints b declt•mechanically fastened: • ., . Base Sheet Type G2; mechanicellOistened or adhered 'with hot'roofing asphalt. • . . .. Membrane:."Flintlastic STA"; "GTA"; "GTA Black Diamond" or"GTA APP White Diamond', heat fused, `. • Surfacing: GiEtVel.''': ' ' ''• 1. Deck NC — - • • • - Class A - Fully Adhered 1 • Incline: 1 • Vapor, Retarder: (Optional) Type G2 "Glasbase" base sheet or UL Classified vapor retarder. ! Insulation: (0p0Onel) One or more' layers or combination of the following: Ultragard Premier, - • - polylsocyanurate; perlite, glass fiber or wood fiber insulation. • Base Sheet One layer of Type G2 "Glasbase" base sheet . Membrane:.One layer of "FlintlastIc GTA.(-3/41 sq or -1 sq), GTS" (modified bitumen), heat 'fusecloP"Flintlititic GMS" hot mOpped. Surfacing: APQC."No, 212 Fibrated Aluminum: 1-1/2 gal..100 sq/ft., •"" 2. Decic•NC.. .. • ' , • ' ' • • Incline: 3/4 • . Vapor Retarder: Type G2. .Glasbase base sheet or .14 ClassifiecivapOr retarder. • • :Iriulation: (Optional) One or more layers or combination of the:following: Ultragard Premier, polyisocyanurate; 'perlIte, glass fiber or wood fiber Insulation. Base Sheet One layer of Type G2 "Glasbase" base sheet. ,. Membrane: One,layer. of "Flintiestic STA (modif(ed bitumen); heat fused. - SurfacineKarnak . "'No. 97 Fibrated Aluminum', at 1-1/2 gal. per 100 sq/ft.. Deck: .0..15/32 • •, . , • , .„ Incline: 1/2: .... . Insulation: (Optional)'Manville ".Ultritierd*Prethler", pOlyisocyanurate; woad' fiberb'Oerd, per. lacrayanurate,' any thloknessr... . . • • . ,• teise'Sheet One orthbre plies of"Glasbase",'hot mopped Or,nechanically.faitened. . . .. • .. .. . Membranc ply •of "FlIntlastic FR". (modified.bitumen), hot mopped' in place. ,.:-.• .,. . .4. . Deck: NA, ••.. . .• . ... . '. Incline: 1/2 . •• • ,. .. .. .. Insulation: Polyisocyanurate, glass fiber,' perlite, wood fiber, hot mopped or mechanically fai tened, any thickness. Base Sheet.Type G2, mechanically fastened or hot mopped. • . ..... ,Membra.neCTI.InUastic GTA or STA", heat fused. . • .. • . .,•.:'• Surfacing: Henry Co. "Henry 620 Aluminum", applied at 1.1/2 gal/sq.. • . 6. Deck: Nc„ ■-•,,,ic: . ••• •.,..,.. ••• , .. .. • ...• • Incline:•1/4 • • ..., ,... Insulation; '(Optiortal) Glass fiber, perlite or. wood. fiber board. It •,.::„; . ,. . Ply Sheet Type G2, mechanically fastened. Membrane: "Flintlastic STA", "GTA", "GTA Black Diamond" or "GTA White .Diamond", heat fused. - • 1 ,, ,. . ..„ .. Surfacingt•Karnak•Chemical Corp. "Karnak No. 97", 1 gal/sq: .., . . 6. Deck NC • Incline:. 1. . . Insulation:. Polyisocyanurate, glass fiber, perlite, wood fiber; mechanically fastened or adhered , wlth.hot roofing asphalt any thickness... , ., . • . • . . Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS", "GMS Black Diamond" or "GMS Premium", adhered with ha . ....• roofing:asphalt .. \ . . • ' .• ., • . . • . . , Surfacing::Karnak.Chernical Corp. "Karnak No: 97 Fibrated 'Aluminum Asphalt Roof Coating", 2-1/2 gaVsq. 7. Deck: C-16/32' • , . .. Incline: 1 ......' • :••• - ... . 'All Joints blocked with 2x4's. Insulation: Glass fiber, partite, 3/4 in.•min, joints in'insulation must be offset 6 in. from joint • In deck, mechanically fastened. .- • . • ......l: Base Sheet Type G2, mechanically fstened or adhered with hot roofing asphalt. Membrane: "Flintlastic GMS", adhered with hot roofing asphalt. •• ' Surfacing::Karnak Chemical Corp.. "Karnak'sNo. 97 Fibrated Aluminum Asphalt Roof Coating', •• t "4:2-1/2 gaVsq.. • .:'• .• ••• 8. Declu•NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, mechanically fastened' or adhered with hot roofing asphalt any thickness. ... Base Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. • ' Membrane: "Flintlastic STA", "GTA", "GTA Blabk Diamond" or "GTA White Diamond", heat fused in place.t ''‘" . • ' •• ' ' • LOOK FOR'MARK ON PRODUCT Surfacin al Le..3,gal/sq . Deck: Nt 1,1nsulatic cyanurat nI Membra "GMS". In place. 7. ne: Surf acir, Deck: C- ,.. Insulati kod ...toned, jc Base Sh Ply She Membra 7 Surfacir 11. Deck: N' Insulatic thicknes• - Base Sh ',2etlr.. with hot Mamba Cap", ac Deck::C- r 'All join: JF1 -.■i:Insulatic mechani Base Si Membre hot root; 13. Deck: N tenz;i:Insulatit chanicat • Base Si 'et" Membrt hot roof. 1.4."ti'Deck:•N Insulatit • mechani -41 . ...Base S. Ply She. c. 'Surfach at 2-1/2 .0-5.0 Deck: N • Insulati, • • thickne: '0Base Si phalt. •ea1 y'1 She g l ing aspi U.t" 1.Membr: mond", Surfed, 16. Deck: C Insulati . deck, m • ..Base Si • phalt. Ply ShE ing asp: Membra White • Surfaci. 17. '• Insulati chanica S moppet Ply Sht tened o • .:Membr. • fused. • Surfaci 18. Deck: t‘ • Insulati • max thi w.F Base S Ply Stu chanice Membr Surfaci 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. - o Owner's Name and Address.. J. S. Carroll No..75 N • E • Street 98th St • Registered Architect and /or Engineer Name and address of licensed contractor Brady Roofing Tiles Mfg. Co. 2955 N. W. 73rd St. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. 75 N. E. 98th St, State work to be done and purpose of building (by floors) 30 - 90 - Tile 1 Date t , 19 and for no other purpose. New Building X Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Tile Estimated Total cost of improvements $ 8 Amount of Permit $....5,Q0 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 • him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site pf the work such ub •tice or notices as are required by the Act. The undersigned agrees to employ only such su +contrac°• on ork)to be performe•,u • this permit, as are licensed by Miami Shores Village. Remarks (Si and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No 9 7.7. Disapproved J Da ) STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Date 1 � 7iZ - a to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Insp tor 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 been 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. BUILDING ❑ ELECTRICAL o PERMIT R M I T o PLUMBING ❑ N . 9`7'7 9 ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building MIAMI SHORES VILLAGE, FLORIDA Work to be performed under this Permit 12 hR4� -. if f. Subdi- vision Signed. . C INSPECTOR Sq. Ft Value of r �'" es Project $ -: ; ..w DATE / - Contractor's License No ,..� BY � j 7 ? L 29 Amt. of Permit r AUTHORITY " 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 0 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 specificatio and that he assumes responsibility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit I agree to perform the work cover hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specificatio submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my age , servant or employee. CONTRACTOR OR BUILDER BY 17 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/12/2004 Applicant: GENISE Owner: BULNES JOB ADDRESS: 75 Contractor DALEY ROOFING INC Local Phone: (305)754 -9892 Parcel # 1132060131160 NE 98 Signed: (INSPECTOR) BULNES GENISE ST Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -179 Contractor's Address: 78 NE 106 ST Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 21 & W1/2 OF LOT 22 3,4 Z Fees: FEE2004 -1446 FEE2004 -1447 FEE2004 -1448 FEE2004 -1449 FEE2004 -1450 FEE2004 -1451 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $1.80 $5.00 $0.60 $6.25 $6.00 $269.65 Total Fees: $269.65 Total Receipts: $0.00 " Permit Status: APPROVED Permit Expiration: 8/8/2004 Construction Value: $2,200.00 Work: RE -ROOF FLAT 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. BY: FEB 18 PA/p MIAMI. SHORES VILLAGE BUILDING DEPARTMENT' 305- 795 -2204 Bui din Inspection Request Date Type Insp' Permit No. Name ompan ho e # Inspection Date2 /2 ©/ 0 \\ Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Ma5\I:9 Type Insp'n Mft A00 t Permit No. 6P 09- / 2 -/ Phone # Inspection Date Approved Correction Re- Insp'n Fee 2004 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address 7S /l,F qcf & City ,{ L.c ..L7 State 4/ Zip 35 j 3 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) 7s LE q City Miami Shores Village County Miami -Dade Zip 33/3y Is Building Historically Designated YES NO +/ Contractor's Company Name bait- Pm Jd LC _ Contractor's Address `1Q kr JO < cf City &I VA 5 ku. Qualifier _4 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 4,1210 v Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ePpq — r7 Master Permit No. SP /3 ) n-' S Phone # 30S 7& J , a 2 State 4 Phone # 3QS 73)/ zip 53 /3O Square Footage Of Work: 1,60 Type of Work: ['Addition ['Alteration [New ❑ Repair eplace ['Demolition Describe Work: 1.t4 3cp . Submittal Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 2 5 0 Notary ', 0 d Training/Education Fee $ © ,61) CCF$ Scanning $ v Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Technology Fee $ Bond $ CO /CC 6,a 5- Bonding Company's Name (if applicable) — r Bonding Company's Address City State Mortgage Lender's Name (if applicable) -' Mortgage Lender's Address City Sta 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. Signa The foregoing tntment was acknowledged before me this 6 day of � ns 20 1 ,4 e vl, $e +1, fix, laE , who is p onally own to me or who has produced .lam ' e 4 v..)'- As identification and who did take an oath. NOTARY LIC: 9 Sign: Print: CARMEN S. My Commission Expires: Owner or Agent NOTARY P OFFICIAL NOTARY SEAL 1 MEN WILUAMS Sign. STATE OF FLORIDA P MY COMMISSION EXP. JULY 9 •• s'r mile! 1. ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. O( _ q0 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 12/15/03 Zip Zip Signature � , Contractor The foregoing instrument was acknow -dged befor- me this day of /, , 20`1, by who is personally known to me or who has produced My Commissioif, Or « Certificate of Competency No. as identification and who did take an oath. ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB 11 2004 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. 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. '" 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 (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. 46 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 ca a 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 4 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. ?. 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. Master Permit No. Contractor's Name Job Address ROOF CATEGORY t Low Slope 13 Me chanicaiiy Fastened Tile ❑ Mortar/Adhesive Sea n° Low Slope Aspic ❑ Metal PanelIShingles ❑ Wood Shingles/Shakes Are there Shingles a BUR -RAS 150 Gas Vent Stac s? ❑ Prescriptiv Yes ❑ No ROOF TYPE Type: Natural C:1 PGX 0 13 New Roof . e)( 1 Re- Roofing 13 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) -. 1 1 Process No. • Section B (Roof Plan overflow Sketch Roof Plan: • Illustrate all levels and sections, roof drains, s and i� w scuppers and overflow eveis. B, overflo clearly identify drains. include. dimensions of sectlo re zones and loca'tlon of p�P . dimensions of elevated pressure ' C CCC CCC 'i�l���� %� %mo m� % C fir 1 �� • I 0 ■KCC %CCSS S S:: C Cr. i r ■ ms ". . . . i C i � CCC G � ■iCCCf �'CCCC i: \ \ ■C'rC . . . ....r .. .■ I: ��rr �I . r.CC Cp..Cra .r■ C.C■ i .■�CC. PL .. * ..... "II r �1■.... NOO.K. OS Immmanai :CC.rr.r... • L' �. E L "c sasrrC...i .C.■ Ian Igasma maaGamanmaAaaa.am am laaaiAni • ■ .. I a m CCCC ■ ummammo ssm asmaa a amaf . C . 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MC '1rSOU NO I 1.■■■r ■.r■ s.. ■■......■.. ■ ■.r ■r. ■r■ maaws rrn■.......C" so■ ■.r.■■■.■■..■ ■ ■.■...r.r ■■■rr1■ ......nC. r • C C .r.■I ■i.....i..Cr ■r■r .11 "91111:11"r"""61:" ■.. ■ ■ irC .'l ir � i CCC ■C......i.r.■ rrrr■ ■r ■.■r. ■ Pi." *maw i ' ._ in . m 0L':�L ' :r'1'iiir ` a aga L ■ . ' .'.C i��i �'� M MInm o O • MOSS am OS OW. I pril s ingle 1 Ili:. OS Ki i 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Fonn. Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as - NA') Systems: Oft NOkNo.: 0 I . 0 Z Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: 6' Amax& i ' Max Pressure, Fran Specific NOA Ply Sheet Fastener/Bond'ng : Section C (Low Sloped Roof System) Deck Illustrate Components Noted and Type: I It, ' 4 Details as Applicable: Gauge/Thickness: ' x 3 Woodblocdng, Gutter, Edge Termination, Stopping, Flashing, Continuous Cleat, Cant Slope: G{ia Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Street & No. of Ply(s): ij ?1vj **1-? : Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Sheet Fastens Material: Thickness, Fastener Type, Fastener X �S Q l: b tt� e1 tt S in�t w► l �f hp sag or Subunit Manufacturers Details that Insulation Base Layer, A1 1 ft Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: tJ el Base Insulation FastenedBonding Material: HIA Top insulation Layer: Ai ) 11 Top insulation Size and Thlck mess tJ IA Top Insulation Fastener/Bonding Material:: 1 0 Base Sheet(s) & No. of Py(s): 1 ktfil rtrZri M t1 11 Ply Sheet(s) & No. of Piy(s): Top �441aLt 1l° (Litti Top Ply Fastened Bonding Mat: ) eA-A- Fastener Sparing for Anchor/Base Sheet Attachment Fold: 9 - oc @ tap. # Rows @ 9 - oc Perimeter: � - oc Lap, # Rows @ oc Carer: 6 'oc @ Lap, #Rows fp ''oc Number of Fasteners Per Insulation Board ri Field Perimeter Comer cat 1 a Q�t FT. FT. Parapet Height Mean Roof Height MIA M IoDA[1E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NI 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ARE may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to net the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Hlgh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Ivfiami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 4102-0408.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 375 -2908 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 1 of 32 Membrane Type: Deck Type 1: Deck Description: System Type E (1): All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: APP /SBS Heat Weld Wood, Non-insulated 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. GAFGLAS #80 Ultiman' Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat Weld'n Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4®, GAFGLAS Fie P 6 . = or any of above Baasejheets attached to deck with appro annular ring :... caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex Ply 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAt '1TE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psi, See General Limitation #7) GAFGLAS Flex P1yr" 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 pe, See General limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAPTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" oc. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTIT E) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill - Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -7S psf, See General Limitation #7) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat Weld"' Smooth or RUBEROID SBS Heat-Weld) One or more plies GAFGLAS PLY 4®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. NOA No: 03.0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 28 of 32 Membrane: Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lbJsq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatberCoat Emulsion at 3 galJsq. (Torch Smooth applications only) 3. GAF Weathercote® MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gaL/s4 Maximum m Design Pressure: See Fastening Above One ply of Rubemid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat-Weldlm Heat—Weld PLUS, RUBEROID® SBS Heat We :Pm PLUS, RUBEROID® SBS Heat WeldT"a -17O FR, 7 RUBEROID® SBS Heat We1dTm, RUBEROID® SBS Heat-Weida Smooth, RUBEROID® U1traQadTm SBS and RUBEROID® SBS Heat We1dTM 25 applied according to manufactur 's application instructions. NOA No: 03- 0501.02 Expiration Date: 11/16/08 Approval Date:10/23/03 Page 29 of 32 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. M iinimum 1 &" Dens Deck or 1 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of. ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs./sq. Note: Spot attached systems shall be limited to a maadmnm design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page 32 of 32 �:.._ ..'c ... fl7`03 'tt_' WED 14:52 FAX 97 362334.51 ® Undrwriters Laboratories Inc.® June 20, 2002 Mr Michael J.Gada GAF Materials Corporation 1361 Alps Road Wayne, Ni 07470.3689 CONTRACTOR SERVICES Our Reference: R1106 Dear Mr . Gada: This is in response to our conversation on June 20, 2002. As discussed, the following r4 ».I n 4;l; errr meet! Cia;.s A cr'teria per ANSI/L'L790 based on existing fire test data - Deck. C -15/32 Incline 112 Insulation (Optional): One or more layers perlite, glass fiber. 'socyanuratc, perlite/isocvanurate composite, perlite/urethane composite, wood liber/isocyanurate cotnposi -` combination, any thickness. Rase Sheet One more Layers Type G2 Ruberoid 20 or Ruberoid SBS Heat Weld Smooth. _ Ply Sheet. Sheet. (Optional). One or more la ers 3' e G1 or G2 Membrane- eroid SAS Heat Weld 170 FR), " Ruberoid SAS Heat Weld FR" or " Ruberoid SR Heat Weld Plus" If any questions arise on the above, please contact the writer. Vet truly yours, Douglas C Miller Engineering Group 1 .ender Fire Protection Division 333 P Arad Nactbtroa , mmais 600624096 UAW Sticks Country -8 Code (I ) (847) 272 Pax No. 04?) 509 6393 ttP:/! wv.ulcam 0. VI A tot -ler Oren af-a." n1or dedxsted to outarc ialety in mmTOltted to gualtty serr'c'