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602 NE 96 St (2)Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /23/2002 Applicant: MIAMI SHORES PREBYSTERIAN Owner: �\p JOB ADDRESS: 602 NE 96 ST Contractor JOHN BUSTA Contractor's Address: 300 NE 91 ST Local Phone: 305 - 219 -9699 Parcel # 1132060141410 Legal Description: MIAMI SHORES SEC 2 PB 10 - 37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: Description Amount FEE2002 -5935 Building Permit Application Fee $60.00 FEE2002 -5937 CCF $1.80 Total Fees: $61.80 Permit Status: Approved Permit Expiration: 4/16/2003 Work: ROOF TILE REPAIRS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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 changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. In consideration f 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 ..,,.. ..,, ,.._.._, _.swings; 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 a ants or employes. \ Sign Building Permit Permit Number: BP2002 -1784 (Contractor nr Rs ilri'rl Construction Value: n• $2,250.00 Page 1 of 1 Total Fees: $61.80 Total Receipts: $0.00 BY: 0 , • filSecurtt enhanced documenf. See back or defails • • • JOHN BUSTA ROOFING INC. 305-757-2728 300 N.E. 91 STREET MIAMI SHORES, FL 33138 08-00 DATE / 1720 63-27/631 FL 988 TP OG OF / cF9'fr,k.7 Is Zz3 ', 9g Bankof America. ACH Ft/T 063100277 FOR 0 0 ? 200 1:0 3 LOO 2 7 71: 00 3 7 30 2 3 280 20 DOLLARS 8 ri " Section A (General Information) Master Permit No. Process No. Contractor's Name - 0 - C9//ilifkriA Job Address 6e/ NE 94 ST • • O Low Slope O Asphaltic Shingles High Velocity Hurricane !one Uniform Permit Application Form ROOF CATEGORY O Mechanically Fastened Tile O Metal Panel/Shingles IS Mortar/Adhesive Set Tile 0 Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF TYPE O New Roof 0 r -Roofing 0 Recovering • Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /Z5 77 iRE'd9ai /WS /2s Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated preslure zones and location of parapets. 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NIMEIBMNININNENNIMMIN 11111MEN MIN 1510.•11111•••111•0 • 1111111wm MIMI MN INIMEN NIMENIMMINE IMIIMEMERMINNIMINNIMMINNEN ENIMMIMINNIEINNINNEMIN NENE EN MINENIMENIIIIIMINNIENNIMMINNI IMENIINNENIEINEMEINNEMMENINIE NNE NIENNIIIINNINIMIENNENNINNEENNENNENIMMEMMINNEMNINNIN11111NMEEMEN ME IIIMENNIUMMINIMMENIMEEMINNNENNEMINNMINNEENNIMMINIMENNINEN NINNEENNENNENENNUEINNINENUNNENSIIMEMMINEMIMMEINNEENNENNE1111111MN 11N1111111111•111111MINNEMENINNENEEMEMMINNIINNSINEENNEENIINMINNENENI •••• • IINNEWINNMEM1E11111111111111111 1 1111111111111NNERENNINEN I Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ 1, 0 (sq.ft. = x/1000 x ¢.60) Inspector State Educational Fund $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) • REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ K ), 3-0 ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY. 'TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY'. A/C Central 1 -3 Ton Fan Dryer Vents, Number of Outlet, Wall Ventilation, Cost Service, Temporary Air Handler, Tons A/C Central 4 -7 Ton Piping, Flammable Liquid Fire Pump Outlet, Switch Fire Sprinkler System Signs A/C Central 8 -15 Ton Bath Fan - Vented, # Fixture - Fluorescent Pressure Vessel Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee Q1'Y. TYPE Condensate Drain QTY. TYPE i Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Solar Water Heater Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Pump and Abandon PLUMBING TYPE A/C Condensate QTY. TVPF Drains, Roof QTY. TYPE 1 Miscellaneous Fixture QTY. TYPE Soakage Pit QTV Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area . Meter Set (Gas) Sewer Connection • Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: CONTRACTOR p - w � Name ∎Im ietar 1 O mo 1G� / O License No. Ct..._ ©.� a T (/ 5eg Address '9 /v�zwrN /A» 7 . Telephongp3 , m / 97 FFaax3z74e7 272 /� 7 ' / i g / t M351 a j /�/ Qualifier Nam PROPERTY OWNER Name 1 ,; ORES nn w e S� li Address ,tE94 JT T ti1�4,9;2 . Home Telephone Business Telephone Jo , Fax _Mc TYPE OF MANAGEMENT (✓ ) New Construction- Enclosure Alteration Exterior / Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Job Address: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Folio Nu •er Description of Work galF 771) . / 4(keS Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Prope Square Feet ( Units Floors Proposed Use of Property Value of Work 9 23.22 . of Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. it/E 96 &e5T Address PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE Chg. Contractor Renewal Revision Extension Supplement Reinspection Apt. ) ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. PERMIT APPLICATION /M O% s F.0 33/ City State Zip ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement.. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. O I , C e UNTY OF MIAMI -DADE STAT OF Si atitre of Owner Ir,b ac t Esker' Print Name om to and subscribed before me this \1 day of O 'k , SEAL: Personally kn 4 Signature o Na i gra P State _of Florida ' lag1ON Ii'uogeN AQ PePuo9 • Cl , 42L80I or] g uolsslwuio3 _ 9002'91 AV's 3 ugyslwur AV/ = • BPpoli to eialS - o!IQnd AMON 8 13N 3 N Id 1 Type of Identification Produced: Signature of Contractor / Qualifier , .)-ro Print Name � Sworn to and subscribed before me this r day of t) el Si ; LORRAINE KELLER Notary Public - State of Florida My Commission Expires Apr 18, 2008 Commission 3 DD 109725 Bon. By National Notary Assn. n SE Person y 0 PERMIT APPLICATION A, C UNTY OF MIAMI -DADE cation Type of Identification Produced: Wahl Snyder & Associates 1177 N. F. 79th Itreet Miami, Flort Gentlemen: H. J. ROSS ASSOCIATES, INC. ENGINEERS 1735 BISCAYNE BOULEVARD MIAMI. FLORIDA. 33132 May 4, 1967 RE: Miami Shures Pres. Church The following £napection was made at tire above referenced project: April 2S, 1967g The welded connections for the roof trusses were naspe and found to Le as 1 TVCAtib cc: Miami Shores Bldg. Dept. Very truly 'illurr-, 2. ;'',!,71=?TES, INC. Thoma:5, Ci'imjhelI H. J. ROSS ASSOCIATES, INC. ENGINEERS 173S BISCAYNE BOULEVARD MIAMI, FLORIDA 33138 Building Dept. of Coral Gables City Hall 405 Biltmore Way Coral Gables, Florida U.S.P3STACE �t. ^ I ; Q d� � n 5 u P.B.a2;z03 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 Budding 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. Owners Name and Address 1W 'hl SHMES f fi SerT el/IN eigi W Registered Architect and /or Engineer Name and address of licensed contactor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT itAK ad .... No. street._Iv'E p6 .... . e:, • • ry r r. s +e ar. un e•: -:r. n:v a rr C/ ievni 00F /06 Co, 1 , — 3 o/ ... Nu ) 7/ ST ,._. rl NMI Location and legal description of lot to be built on: Lot Block p - PO Subdivision ? _......._ _.._ _ Street and Number where work is to be done PARK °RPIVE� _ 111/#11 6Ib*'E3 State work to be done and purpose of building (by floors) ... i 126 — re0OF ` s7 L1 J 3- J. 4.. aMvEL and for no other ) purpose. New Building Remodeling Addition Repairs No. of Stories f To be constructed of Kind of foundation Roof f Covering MitMitt/151.. 15 Estimated Total cost of improvements $ �/ I " 00 Amount of Permit $,. / 3 '30 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 employe 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 pennit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. j ss Disapproved (Signed) Date__ 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 true. 7 Z(— 7 7 Permit No..__._. Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building nspector My Commission Expires to me well known, PLANfiiINC BOARD DATE Chairman Member MScrr,ber 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 0a-92 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 o: other stru. ture herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores V.11ag: , F orida, and all provisions of the Laws of the State of Florida, all ord'nances of Miami Shores Village and all niles and regulations of the Building Division of Miam' Shores Village shell be complied with whether her in specified cr not. A copy of approv- d plans and specifications {�i must a ept at building during progress of the work GCT �� " / Date_ 42 ` - - > 19_ (0 • Owner s Name and Addr ss» � � - - �'-! No._Glp^L/_//_LG' Street__ 94 g-- Registered Architect and /or Engineer _____ _ _ Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done____ _________ . 9,5; "GE / 4 � • 1 e4 /� be done and C � % �� ` � ° " "� - State work - - -- - - to purpose of building (by floors)._ Chairman Member _ .____._ Member _ __ _ Council Approved _ Disapproved _.____.__�_�__ _______ __ Date (Signed) and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required --------- _-- -pla Cubage Distance to next. nearest building __ ___________.__. Size of Building Lot Maximum live load to be borne by each floor. ________ Ihereby sub it all p . and sp,I ?cation or said building. All notices with reference to the building and its construction may be sent to_ The undersigned applic nt for is build . g permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontracts, 'n ork to b rformed under this permit, as are licensed by Miami Shores Village. //// Remarks (Signed) - STATE OF FLORIDA, COUNTY OF DADE. f ss • 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 stated are true ad, Permit No ► . tom Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector , My Commission Expires PLANNI `e! I OARD DATE Member Member Member 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 - ins ection 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. Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 117/2003 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor J & K ROOFING INC Local Phone: 954-961-7663 Parcel # 1132060141410 Fees: FEE2003-121 FEE2003-122 FEE2003-123 Description Building Fee Buildier's Bond CCF Total Fees: Amount $300.00 $300.00 $9.00 $609.00 Total Fees: $609.00 Total Receipts: $0.00 Permit Status: Approved cwniration: 7/6/2003 Work: INSTALL ROOF ON MC If there is no permit package : fee is $50.00, which must be pa' This Permit is granted to the contractor 2 ordinances pertaining thereto and with th and approved by the proper municipal at authorization. A further condition upon v 2 ordinances and regulations pertaining tc by his agents, servants or employees. 0 Signed: In consideration of the issuance to I with the plans. drawings. statements mvsetf. my aaent servants or empty) Signed: G e1 , 1111."41-- FOR Legal Description: MIAMI SHORES SEC 2 PB 10-37 LOTS 1 TO 10 INC BLK 61 LOT SIZE O 0 R A D Y11-4 ER E 0 F 3 1 Building Permit Permit Number: BP2003-25 ST Contractor's Address: 2013 LEE STREET Construction Value: $14,500.00 ... J AND K ROOFING INC. 2013 LEE ST HOLLYWOOD, FL 33020-2410 PHONE 964-961-9879 W ACROVIA ACH RT 067006432 Page 1 of 1 •••••••■4418711V,17,,,,- - DATE 0 1 7 1 10 I:06 '7006 4 3 21: 2000 14 2E1 26 5 ? ?us . _ . c.d.:844w se 1 1711 63-6 43/670 BRANCH 88413 $6 0 F;s 0 t DOLLARS a pin Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond $ 0 0" Metropolitan Dade County (C.C.F.) Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) 3 oc , REVIEWED AND PREPARED BY: SECTION Zoning Electricah Mechanical Plumbing Fire Public Works,/ Structural Building Official BY DATE (sq.ft. = x/1000 x t.60) (¢.005 / sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ 60 ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater . - c> Dishwasher Low -volt, Television Service, Number of Amps Water Heater-New ; MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE i Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel . PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof ()Tv. TYPE ; Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater . - c> Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater-New ; Drains, Area Meter Set (Gas) Sewer - Connection Water Re -pipe Drains, Floor Minimum Fee - Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply ,, Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: PROPERTY OWNER Name / . y f , Addr s Home Telephone, Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Address Apt. City Folio Number i I - 3a 0 4 -011/- t g 10 Descriptio / Block 1) Subdivision to , -S .` . PB/ILBG Lot ) Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other C . .ate . S o fci- 5 � Current Use of Property Proposed Use of Property -5 re) 42 Tenant Information Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) ARCHITECT Name License No. - Address Telephone Master Permit No. Subsidiary Permit No. of Work ".Th D 0 F o /V CONTRACTOR Name f, C" License i4 • v Address c2 Qualifier ?tame. PERMIT APPLICATION State Zip � fF 4t t66.Qpn Zoning Linear Feet Square Feet Q � 0 Units / Floors Value of Work 2 S r7 0 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax L r.�zN�c C' d- Q s/ /4 X3 a Telephones — �t`.'n Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Co truct en Lien Law and Choosing a Contractor. Print Name Sworn to and subscribed before me this/ '? day of � I?/ V , ' Signatu _ ► otary.Public -State of Florida -- ..--- w. - Nitii M. MCLEOD SEAL. jay W , SS10N # DD 012023 5 Personally known • OR; Produced Identification Type of Identification Produced: PERMIT APPLICATION / 441 :0 91%) Jll-. S er /r09� Print_._. � - Sworn to and subscribed before me this / 5 day of PL/O l ' , • Signature of Notary Public - State of Florida SEAL: NINA M. MC.L EOD MY COMMISSICA # DD 012023 EXPIRES: April 4, 2005 r. ndon 1 h eludra• y,rr n Services Personally known OR, Produced Iden u lion Type of Identification Produced: • SECTION 1524 OCiTX HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS , : ortauts to this section, it is the responsibility of the roofing contractor to provide the owner with ofng permit, and to explain to the owner the content of this section.. The provisions of Chapter Wei Building Code, Building govern the minimum requirements and standards of the industry for agreem 15241); the r;q; , 15 o0 . , roof t �� {stallations. Additionally, the following items should be addressed as part o �� � • . r • bet! owner and the contractor. The owner's initial in the adjacent box indicates that the item has been - thotjCs-Workmanshlp: The workmanship provisions of Chapter .15 (High .Velocity Hurricane till purpose of providing that the roofing system meets the wind resistance and water intrusion standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship a esthetic issues such as color or architectural appearance, that are not part of a zoning code, should Part of the agreement between the owner and the contractor. i `'' 4 •; Wood Decks: When replacing roofing, the existing wood roof deck may have to be cordaticc with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida 1. Me roof deck is usually concealed prior to removing the existing roof system). iii. : u;on'Roofs: Common roofs are those which have no visible delineation between neighboring ►M ouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or notify, the occupants of adjacent units of roofing work to be performed. . 3 ,:. : pgs$. Celliugs: Exposed, open beam ceilings are where the underside of the roof decking can be 1:091 The owner may wish to maintain the architectural appearance, therefore, roofing nail f pie underside of the decking may not be acceptable. The Florida Building Code provides the • g yng this appearance. op c114g Water: 'The current roof system and/or deck of the building may not drain well and may tp pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural life may require the review of a professional structural engineer. Pondin o may evident Y� shorten until the � i d ` performance of the new roofing system. Ponding conditions may g tem is removed. Ponding conditions should be corrected. . ri o 1 w ,dL 1 ' '' t )• It is required that rainwater flow off so that the roof is not y scuppers ( wall outlets): owl! ¢ 4 build up of water. Perimeter /edge walls or other roof extensions may block this discharge if 1 T ov � !f (wall outlets) are not provided. It may be necessary to install ovectlow scuppers in ac � �� Florida Building Code, Plumbing. 91110,10n: 'Most roof structures should have some ability to vent natural airflow through the 1, � ptructural assembly (the building itself. The existing amount of attic ventilation shall not be r►�a • be.beneficial to consider additional venting which can result in extending the service life of the /1 / '' Date C tractor's Signature Rpof System 1 Required Sections of the - Permit Application Form Attachments Required See List Below L w Slope Application i A,B,C 1,2,3,4,5,6,7 P BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles i A,B,D 1,2,4,5,6,7 Concrete or Clay Tile 1 A,B,D,E 1.2.3.4.5,6,7 M li tat Roofs A,B,D 1,2,3,4,5,6,7 pod Shingles and hakes cs N d t N Y O to 0 - Ur A,B,D 1,2,4,5,6,7 O As Applicable 1,2,3,4,5,6,7 I . 1 1. 3. 1 4. 5. Fire Directory Listing Page From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 Other Component Notice of Acceptances Municipal Permit Application II 6. Owners Notification for Roofing Considerations (Re- Roofing Only) 7. Any Required Roof Testing /Calculation Documentation High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: ter : Permit No. trectvt's Name Address ow ,Slopo ❑ Mechanically Fastonod Tilo sp,haltic ❑ Metal Pancl /Shingles Shingles l►: New Roof. , i. i. y High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Slope Roof Area (SF) a ❑ Proscriptive BUR -RAS 150 ROOF TYPE Re-Roofing ng ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) 0 m 0 Section B (Roof Plan) 4tch Roofs Pl n: Illustrate all levels and sections, roof drains, scuppers, overflow Cuppers and overflow drains. Include dimensions of sections and levels, clearly entifv dimensions of elevated pressure zones and location of parapets. 1 � . ' ! _ t :. »' • . : •' ' •L ' ' • • • — • I —' 1 ' .. ►� .. r t- . —4.__.— /1[ • .:.4.. ! 1:_:_L I i-r , , i ' 1_......_:_._•_:_ i . -^" -i-! " L l . • . 1 r_ __l_1 `' .i_' Ll 1— t _1•• ROOF CATEGORY Process No. .�. H�•• 1..1. f ..';.1' (.. i_L -i. ••• MP •. • f : ! :: i • a. •••••• .; 4 • 4 t _fa "t_r - t- ;- _Ll- 1:.!.r..._:.1 -' : t _._..� ❑ MortarlAdhosivo Set Tile ❑ Wood Shingles /Shakes t4 - :i ''` - f - .. -;— • ; .li • ]! . i, i ' ' °�► # i High Velocity Hurricane Zone Uniform Permit Application Form i) ilE 11; • i 111, anc Section C (Low Sloped Roof System) ijt.Specific Roof Assembly Components dontify Manufacturer a eompgnept is not used, I i t ntify as 'NA') Sy Manufacturer: �� •" N No.: ` O :3,1t . /0 Q gn Wind Pressures, From RAS 128 or Calculations: riam x1: Pmax2: Pmax3: Ma Ili ,. Oesi g n Pressure F m io Specific NOA Sy em: • r l • Type: ed a- Q_ Gauge/Thickness: • 1!/ r St 1, 'p .1. i Slope: orlBa - Sh • et & No. of Ply(s): A rlBase Sheet Fastener /Bonding Material: 1 • i il Irlion ease Layer I M I�,� l .Insulation Size and Thickness: 1 i.Q � skit lion Fastener /? �ndin� Mater i '•! R � sew . /i. 1 � Insulation Layer; Insulation Size and Thickness: fi Insulation Fastener /Bonding Material: Sheell(s) & No. Ply(s): /— ` v7 ,/9 S • d � M! r. • / r : r; ;ed � �? sheet(*) & No, of Ply(s): / /\. � y -4/ :. Ry► Sheet; as er /Bondin Mall: I : /;9 C a T /} fit e i6 "- n , ,FC ) Fe r !sprier/ Sont ;1 ;urfadng;1 Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc @ Lap, # Rows @ ' oc Perimeter: ' oc @ Lap, 11 Rows @ • oc Corner: ' oc @ Lap, tt Rows @ • oc Field Numbor of Fasteners Per Insulation Board Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height. Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Au_ ss worms Q 754 Perimeter Corner r r) M10.4 A • FT. •FT. Mean Roof Height Parapet I ] Height A 4 PRODUCT CONTROL NOTICE OF ACCEPTANCE G.A.F. Materials Corporation Yv yne 1'. Yo rapRlication for Product Approval of: ( u GAFRu�barold Modified BI11Inien RoofSyst�ent for Concrete Deck. ndgc Cil 8 of the Codc 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 Miami -Dade County 4uilding Code Compliance Office (BCCO) under the conditions specified herein. ThisiapprPval shall not be valid Mier the expiration date stated below. BCCO reserves the right to secure this product of material at anytime from a Jobsite or manufacturer's plant for quality cgatrol testing. If this product or material fails to perform in the approved manner. BCCO may revoke, modify. or suspend the use pf such product or material immediately. BCCO reserves the right to revoke this approval. il'it i$ determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code/ f . . The ;foe se of t testing will be incurred by the manufacturer. S....`Acceptn n No.:00- 0331.10 . xpires:11 /06/2003 'Raul Rodriguez Chief Product Control Division :THIS IS THE COVERSHEET, SEr. ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDINC CODE & PRODUCT REVIEW COMMITTEE 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. pi Road ,; App ovcd:p7 /06/2000 is NJ 07470 laterrQr DTI address: pestmasterebultd ingeodeon!ine.com ranetsco a uintanu. Director 1 4)1'55 IMliami -Darla County Building Code Compliance Otiicc MIAMII -DAD$ COUNTY. FLORIDA METRO -DADE FLAGLER.OIJILDING BUILDING CODE COMIPI.IANCR OFFICE ,METRO -DADI3 FLAGLER BUILDING 140 WEST FLACL.ER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (303) 373.2901 FAX (303) 373.2903 CONTRACTOR LICI YSINO see to\ 1)01) 375.3.:7 FAX (30J1 373•1SSA CONTRACTOR RNl *CDIRNT 3ECTro. 1304 3714006 FAX (303) 375.:0os PRODI:CTCONTROL DIVISION 1305) 371.290; FAX (303) ]7)4339 • Romepaae: hlln•IIWWW Ih..7l.4twwrw.l...wliw• ono. R CAP cztlum MATERIALS CORPORATION • Madam, Desien Pregtcre DE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: GAF flaphalt Concrete Primer I I 11 GAF (Mineral Shield® Granu es GAF; WeatherCoat® Emulsion GfF Premium Filmed Alunil num I Relloating GAF! Jgtblak All W eathiir • Plastic Gemini Ar Aluminum t ulst n AF Aluminum Roof aint II • GPF Built -Up ofin Asphalt il7Litk 475 GArpLAS #80' UItimaT Base Sheet ROOFING SYSTEM APPROVAL Test Dinteusiong figggingui 5, 55 gallons 60 lb. bags 5 gallons I, 5 gallons 1, 5 gallons 5 gallons 5 gallons 100 Ib. cartons, bilk 3 sq. roll 75 lb. roll 2 Sq. Roll 70 lbs. /roll Acceptance No.! ge- u,sai.111 Roofing Approval Date: ,Jtsy6.Mil SDS/APP, Modified Bitumen Cs:cal /vilest Date: Egvcntber 06, 2QU; Concrete -457.5 pat See General Limitation x;11 Product nescript1cm ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built•up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion, GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM 0 2824 ASTM 0 3019 ASTM D 3409 ASTM D2834, Type 1 ASTM 0312, Tpyes 1,11, 111 and IV AS';M04601 ASTM D4601 fibs:rcd aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. • Mineral colloidial bitunninous emulsion With reflective aluminum flakes Non- flbcred. alumininn pigmented, asphalt roof coating . lncerply mopping and surfacing asphalt Asphalt impregnated and coated glass Hint base sheet, Asphalt impregnated and coated, fiberglass base shout 2 of 55 - -�tttt Roofing Product Control Examiner • • I: 'CAF GAr ASP GAFG1,AS F1exPlyn6 PHA!! AS Ply 40 G4FGLgS® Mtperai''Surfaced Ca S ie t G FGL ,s® STRATAVENT® Perforated RN CAF`'' P Recover Board{ 1, w•11 GAFTEMp.' Composic RA GAPTEMp;Tapered Composite RA I. GAF7Mr Comps to RN I. I TER ALS CORPORATION r rizdur( Dimensions S sq. roll 45 lb. roll S sq. roll 45 lb. roll 5 sq. roll 45 lb. roll 60 lb. roll GA 7..ise Flashing various GAFGL4SO 1 square roll STRAT (VENT® 69 Ib. roll Nailab e GAFTFNP Isotherm RA GA , T N P Isothenrt various various 1/2" thick Various Various Various Test SpggInsB ASTM D 2178 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 ASTM D3672 ASTM 0 4897 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 3 of SS Acceptance Nu.: ou u31 Ill Product pescrip}lon Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated gloss felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber that cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing shat available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Polyisocyanurate /wood fiberboard composite ' Tapered Polyisocyanuratchvood fiberboard composite Polyisocyanurate/wood fiberboard composite Frank Zuloaga, RRC Roofing Product Control Examiner R ?A Rube .FR INATERIAtS CORPORATION Met:panics No.: to -03.3 i,L R'bFroid, Mop Gra+ ule I Rublroid® Torch Smopth Rub9roid ®iTorch Plus f Granule) R,ubcroid® Torch Granule lrberoid® Torch FR 1 Ruberpid® Mop iIu (Granu e), Rube id® Mop Flt Ru id® 20, Rubercid® 30, 1 roil® 30 FR d® Mop 170 Pintan Test Sneeifigntion 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5 147 87 lbs, '/. sq. roll 93 lb. roll ASTM D 5147 I sq. roll ASTM DSI47 102 Ib. roll 3/4 sq. roll ASTM D 5147 90 lbs. I sq. roll ASTM D 5147 I sq, roll ASTM D 5 147 105 lbs. ASTM D 5147 I sq. roll ASTM D 5 147 92 lbs. p 1 sq. roll ASTM D 5147 N re 1 sq. roll ASTM D 5147 N 103 lbs. re $ 1.5 sq. roll 95 lbs. Product Pcscrintion Non -woven polyester mat coated with polymer modified asphalt and surf wed with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with l in: retardant polymer modified Asphalt surfaced with mineral granules. Non -woven polyester mat coated with 102 lbs. polymer modified asphalt and surfaced with mineral granules, Non - woven polyester mat coated with fire. retardant, polymer modified asphalt surfaced with mineral granules. SBS modified asphalt base sheet reinforce with a glass fiber mnc. Non woven fiberglass mat cored with olymer modified asphalt and surfaced witlt mineral granules. on woven fiberglass mac coated with fire 92 Ibs, tardant, polymer modified asphalt and urfaced with mineral granules. 6 o133 on -woven polyester mat coated with lire tardant polymer modified asphalt Jrfaced with mineral granulus. onga. R Roofing Product Control Examiner ?rot(uc . Vent Stacks (metal and plastic) W ire ine ACFoarp L./ Composite • ACFo t 1 ACF? n 11 Hy- •Hy-Tec Hy-Thc SAP it •i . Hy1Th n ;.White • Lint: Hy.T1 -rrn Pyrox' CA F 'ATERIA CORPORATION Tart J)i_weagonsr S --- lc".- j21 various various PA 100(A) ASTM D 1929 ASTM D 635 TitAU NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test r duct Diniqualom Snag - tendon H T(term AP Product psaszint various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation various PA 1 10 Polyisocyanumte foam insulation various PA 110 Polyisocyanumre foam insulation various PA 110 Polyisocyanurntc roam insulation 7 of ss Acceptance lo.: 00-0331.111 Product Piairintio Otte way valve vent used to relieve built - up pressure within late roof system. GAF Vent Stacks anravailable in metal or plastic. Mnnufgg uryc PA 110 Polyisocyanurate foam Apache Products Co. insulation PA 110 Polyisocyanurate foam Apache Products Co. insulation various PA 110 Polyisocyanurate foam Apache Products Co. insu lotion various PA 110 Polyisooyatttlrate foam Insulation various PA 110 Polyisocyanurate foam insulation various PA 110 Polyisocyanurate foam insulation Atlas Energy Products Atlas Energy Products Atlas Energy Products Celutcx Corp. Cetotex Corp. Cetotex Corp. Cetotex Corp. Cclotcx Curp. uloaga, RRC Roofing Product Control Examiner d GAP MA ERIAtS CORPORATION 1 Mem ra a Type; SDS Dock (I"ype 31 o : ' C ncrete Decks. Insulated. New Construction ;I I Dc' D ription: 7300 psi structural concrete or concrete plank �' ( witl approved asphalt; or more is ers of System'Iiype C. Opttonal base sheet adhered � appro spl ,One o y 1 1 insulation simultaneously attached; Base layers optional. 'Ail I General Li tita dons shall apply. `'1 la Fasteners Fastener Ape In ( n i Fastener Fasteainb ostd re L r Tyne Aet No. Per 8cnrd i itx 111 ' I Approves Type(s): GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN Minima 1,3" x 1' x 4' WA N/A N/A N/A 4 prae T ype(s): E'NRG'Y 2, ISO 95 + Minim m�:i' 1.4'4 x 3' x 4' N/A NIA N/A N/A I � I vle I T s : ISORoc A pp r q i � Type(s): ;1 1 u ' 1.5" x 4' x 4' NIA N/A N/A N/A Approve Type(s): Apache/Hy -Therm Pyrox, White Line, UltratGurd Gold Minimum: 1.3" x 4' x 4' N/A N/A N/A N/A 1 1 . 1H1 1 Approved Type(s): Apache/Hy -Therm Nnil•Line, E'NRC'Y 2 Plus Mini I.S" x 3' x 4' N/A ' N/A • N/A N/A 11!1111 I 11 Approve¢ Type(s): Polite, GAFTEMP® PERMALITE ®, GAFTEMP Rccoverpoard Minimum: h" a 2' x 4' N/A N/A N/A N/A Jpr4e Type(s): Fiberglas Mi 1 15 /'16" x 4' x 4' N/A N/A N/A . N/A A T 1 _r s : h Density Wood Fiber, GAFTEMP High Density Fiberboard PPro!'� YP�) Hi e Minimum: W',a 4' x 4' N/A N/A - N/A N/A 11 I Approv e I Type(s); Wood Fiber, CAFTEMP® Fiberboard ' ,11.1 1,, 1" 1 N/A N/A N/A Munmutp: 1 is 2' x 4' N/A Note iAli Inyors shall be simultaneously attached; sec tap layer below for fasteners and density. lns�laiior Fastener Fastening Ins Detail No 1 11 H , i (see RAS 117) Approved Type(s): Apache /Hy -Therm Pyrox, White Line Minimum: 1.37 x 4' x 4' Glasfast Striker SIP [ P ti imu : 1.3' x 4' x 4' DekFast $14 S/P (3) 2S of 53 Acceptance No.: p0-03W Fasteners Per rd, Fastener OsnaLY GAF C Ir c. MATERIALS CORPORATION Acceptance No.: 0Q- 03t. T RETE Oki: SYSTEM LIMITATIONS: The following assembly Is approved to a maximum design pressure of -270 psi. No s ubstitutions shall be made: Deck Type: Concrete, primed Insulations: (Optional) Min. 1,73" ACFoam Composite. GAFTEMP® Composite. GAFTEMP Composite A, GAI'TEMP Composite N or E'NRG'Y -2 Composite laid with the potyisocyanurate side down and bonded in a full mopping of an approved asphalt applied within the EVT range and at a rate of 20-40 Ibsfsq.. c.! Base Sheet: Install one ply of GAFGLAS® 075, GAFGLAS 080 Ultima Tw GAFGLAS® PLY 4®, GAFGLAS PLY 60, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20- 40 16s/sq.. Pty Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 48 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs.sq.. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID Torch Granule, RUBEROID Torch Plus Granule or RUBEROID Torch FR, RUBEROID MOP (Smooth and Granual), RUBEROID MOP 170FR. RUBEROID MOP PLUS and RUBEROID MOP FR RUBEROID ULTRACLADTM RUBEROID 30 and RUBEROID 30 FR applied according to manufacturer's application instructions. f . Surfacing: (Optional) Install one of the following 1. Asphalt flood coat at an application rate of 60 lbslsq. * 20%: plus gravel or slag with an application rate of 400 lbs. /sq. dt. 300 IbsJsq., respectively. 2. GAF Premium Flbered Aluminum Roof Coating, at 1.5 galJsq. or GAF WeatherCoat® Emulsion at 3 galJsq. (for Torch Smooth applications only). 3. One ply ofGAFGLAS® Mineral Surfaced Cap Sheet adhered in a MI mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs, /sq. Tie following assembly is approved to a maximum design pressure of -140 psf. No substitutions shall be made: a. ; Deck Type: Concrete, primed b. 'Insulations: Min. y," GAFTEMP® High Density Fiberboard or other Approved high density wood fiberboard or min. I" GAFTEMP® PERMALITE® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.401bsIsq. Base Sheet: install one ply of GAFGLAS ® 0.75, GAFGLAS #80 Ultima *"t GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6®, GAFGLAS FIexPIyTM 6, RUBEROID Modified Base Sheet or RUBEROIDe 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applie at a rate of2O -40 Ibsisq.. b.` 47 of SS Frank Zuloaga. RRC Rooting Product Control Examiner - fi -i rf 1 ' T T ; r nnpl CAP ATERIALS CORPORATION Acceptance No.: 00.0,331.1Q ' df ' Ply Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 IbsJsq.. e. Membrane: One or more plies of RUBEROID0 Torch Smooth. RUBEROID Torch Granule. RUBEROID Torch Plus Granule or RUBEROID Torch FR, RUBEROID MOP (Smooth and GranuaJ), RUBEROID MOP I70FR, RUBEROID ULTRACLADTM , RUBEROID 30, RUBEROID 30 FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according ro manufacturer's application instructions. f Surfacing; (Optional) install one of rite following I. Asphalt flood coat at an application rate of 60 lbs. /sq. t 20%x: plus gravel or slag with an application rate of400 lbs. /sq, & 300 lbs. /sq., respectively. 2, , GAF Premium Fibcred Aluminum Roof Coating, at 1.5 gal./sq. or GAF WeatherCoat® Emulsion at 3 gal. /sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping o f approved asphalt applied within the EVT range and at a rate of 20.40 IbsJsq. The following assembly is approved to a maximum design pressure of - 322.5 psi. No st, bstltutions shall be made: a. 1 Deck Type: Concrete, primed b. insulations: Base Layer; Min. 2" GAFTEMP® Isotherm R. or iisothermRN. Top Layer, Min. 4" GAFTEMP® PERMALITE® adhered in a full stopping of approved asphalt applied within the EVT range and at a rate of 20.40 Ibs./sq. c. Base Sheet: install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima TM GAFGLAS® PLY 40, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly'" 6, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. d Ply Sheet: (Optional) One, two or three plies of CAFOLAS® PLY '4®, GAFGLAS FlexPly"' 6 or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq.. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID Torch Granule, RUBEROID Torch Plus Granule or RUBEROID Torch FR, RUBEROID MOP (Smooth and Granual), RUBEROID MOP 170FR, RUBEROID ULTRACLADTM, RUBEROID 30 and RUBEROID 30FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following I. j Asphalt flood coat at an application rate'of 60 lbs. /sq. ± 20%; plus gravel or slag with an application rate of 400 IbsJsq. & 300 IbsJsq., respectively. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 galisq. or GAF WeatherCoat® Emulsion at 3 galJsq• (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adlteretn 1 moppla of approved asphalt applied within the EVT range and bsfsq. 48 of 55 Frank Zuloaga, RRC Roofing Product Control Examiner , . , swirl '•I I ' t r 7 f1f1 -7 Cr .1r,M1i c . c, e. MATERIALS CORPORATION The following assembly is approved to a maximum design pressure of -270 psf. No substitutions shall be made: a. { Deck Type: Concrete, primed b. , Insulations: Bare Luyar: Min. 1.5" GA Frain Composite NP • Tap Layer: Min. 1.5 GAFTEMP® Composite adhered in a 6i11 mopping of approved asphalt applied within the EVT range and at a rate of 20.40 lbs, /sq. Base Sheet: Install one ply of GAFGLAS® 875. GAFGLAS d80 Ultima IN GAFGLAS® PLY 40, GAFGLAS® PLY 641). GAPGLAS FlexPly" 6. RUBEROI0 Modified Base Sheet or RUBEROJDO 20 directly to the primed deck. Adhere with any approved mopping asphalt applied within the EVl' range and at a rate of 20-40 lbsJsq.. . Ply Sheet: (Optional) One, two or three plies of OAFGLAS® PLY 440, OAFOLAS FlexPlyr" 6 or GAFGLAS® PLY 69 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at rate of 20.40 IbsJsq.. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID Torch Granule, RUBEROID Torch Plus Granule or RUBEROID Torch FR, RUBEROID MOP (Smooth and Granite!), RUBEROID MOP 170FR, RUBEROID ULTRACLAD RUBEROID 30 and RUBEROID 30FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. Surfacing: (Optional) Install ono of the following I . Asphalt flood,eoat at an application rate of 60 Ibsdsq. * 20%; plus gravel or slag with an appHeation rate of400 IbsJsq. & 300 lbs,/sq., respectively. GAF Premium Fibered Aluminum Roof Coating, at 15 gal./sq. or GAF WeatherCoate Emulsion at 3 galfsq. (for Torch Smooth applications only). Onc ply oPGAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping oFapproved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Acceptance No.: og�- ,}3 J . uj The Following assembly is approved to a maximum design pressure of - 137 psi. No substitutions shall be made: I q. peck Type: Concrete. primed b, nsuletions: Min. Y." GAFTEMP® Pennalite adhered to the primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 IbsJsq.. use Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima TM GAFGLAS® PLY 49, GAFGLAS PLY 6®, GAFGLAS FlexPIyTM 6, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of20 -40 IbsJsq.. Ply Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 49 or GAFGLAS® PLY 60, GAFGLAS FlexPiyTM .6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibslsq.. 49of55 Frank Zulaaga, R.RC Roofing Product Control lirarnincr f. I,1TEIIALS CORPORATION o: Membrane: One or more plies of RUBEROID MOP (Smooth and Granual), RUBEROID MOP 170FR, RUBEROID ULTRACLADTM , RUBEROID 30 and RUBEROID 30FR. RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. f. Surfacing: (Optional) Install one of the following 1- Asphalt flood coat at an application rate of 60 Ibs./sq. s 20%; plus gravel or s lag with an application rate of 400 lbs. /sq. & 300 Ibs ✓sq., respcctivcty. 2. GAF Premium Flbered Aluminum Roof Coating, at 1.5 baI.sq. or GAF WeatherCoat® Emulsion at 3 galJsq. (for Torch Smooth applications only). 3. One ply ofGAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 Ibs. /sq. The following assembly is approved to a maximum design pressure of -126 psi. No substitutions shall be made: Deck Type: Concrete, primed insulations: Bate Layer: Min. 1'/" E'NRG'Y 2 Plus, AC Foam I, 11 Apache/Hy -Therm Pyrex, AP, White Line, UltraGard Gold, Multi -Max or GAFTEMP Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20.40 lbs.sq.. Top Layer: Min. %" GAFTEMP Permalite adhered to the base insulation layer or primed concrete deck in a fall mopping of approved asphalt applied within the EVT range at a rate 01'20-40 Ibs. /sq, Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima T " GAFGLASOD PLY 44), GAFGLAS® PLY 630, GAFGLAS FlexPlyTM 6, RUBEROID Modified Base Sheet or RUBEROID3D 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rata of 20-40 Ibs.sq.. Ply Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 441) or GAFGLAS® PLY 6 ®; GAFGLAS FlexPlyTM Y 6 ply sheet adhered in a mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. Membrane; One or more plies of UBEROID MOP (Smooth and Granual), RUBEROID MOP I70FR, RUBEROID ULTRACLADTM , RUBEROID 30 and RUBEROID 30FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following 1. , Asphalt flood coat at an application rate of 60 Ibs./sq, t 20'4; plus gravel or slag with an application rate of 400 Ibs.sq. & 300 lbs. /sq., respectively. 2. GAF Premium Flbered Aluminum Roof Coating, at 1.5 gal./sq. or GAF WeatherCoat® Emulsion at 3 bal./sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40 Ibs✓sq. 50 ofss Acceptance No.: ,th lh331.10 Frank Zuloa;a, RRC Roofing Product Control Examiner too GA I a. • MATERIALS CORPORATION The following assembly is subst tutions shall be made: a. Deck Type; b. Insulations: Concrete, primed • Dare Layer: Min. W' High Density Wood Fiberboard adhered to the primed concrete deck in a full mopping oirapproved asphalt applied within the EVT range at a rate of 20-40 lbsfsq. C. Dace Sheet: Install one ply of GAFGLAS® 675, GAFGLAS 0$80 Ultimo TM GAFGLAS® PLY 48, GA FGLAS® PLY 6®. GAFGLAS FicxPlyTM 6.OAFGLAS RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and ut a rate of 20.40 Ibs.sq.. (Optional) One, two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 60, QAFGLAS FlexPlyTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 lbsJsq.. Membrane: One or more plies of RUBEROID MOP (Smooth and annual), RUBEROID MOP 170FR, RUBEROID ULTRACLADTM RUBEROID 30 and RUBEROID 30FR, RUBEkOID MOP PLUS and RUBEROID MOP FR applied according to tttanufbcturer's application instructions. f. Surfading: (Optional) Install one of the following I. Asphalt flood coat at an application rate of 60 lbs./sq. *20%; plus gravel or slag with an application rata of 400 lbsJsq. & 300 Ibsfsq.. respectively. 2. ; GAF Premium Fibered Aluminum RoorCoating, at 1.S gallsq. or GAF WeatherCoat® Emulsion at 3 gal /sq. (for Torch Smooth applications only). 3. ' One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in* full mopping of approved asphalt applied within the EVT range and at a race.of 20.40 lbs. /sq. The following assembly is approved to a maximum design pressure of -128 iaf. d. Ply Sheet; s bstitut ons shall be made: i • i peck Type: b Ins iIations: c. Base Sheet; d. Ply Sheet: • approved to a ntaxintunt design pmssure of -I40 psf. No sl of SS Acceptance No.; 00.033 L. I Q No Concrete, primed Base Layer: Min. 314" Gaftemp® Permalite adhered to the primed concrete deck In a Hall mopping of approved asphalt applied within the EVT range at a rats of 20-40 IbsJsq Install one ply ofGASGLAS® 675, GAFGLAS 090 Ultima Tel GAFGLAS® PLY 48, GAFGLAS® PLY 68, GAFGLAS FlexplyTM 6, GAFGLAS RUBEROID Modified Base Sheet or RUSEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 Ibs.sq.. . (Optional) One, two or three piles of GAFGLAS® PLY 48 or GAFGLAS® PLY 6®, GAFGLAS rlexPlyTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT ran and at a rate of 20-40 lbs.sq.. ' cap. Roofing Product Control Examiner GA 9. IATERUALS CORPORATION I e. blembnuac: One or more plies of RUBI;ROIDO Torch Smooth, RUBEROID Torch Granule, RUBEROID Torch Plus Granule or RUBEROID Torch FR, applied according to manufacturer's application instructions. Surfacing: (Optional) !Mall ono of the following 1 • Asphalt tlood coat at an application rate of 60 Ibsfsq, a 20 %: plus gravol or slag wltn an application rate of400 lbs./sq. & 300 lbs./sq.. respectively. 2. GAF Premium Fibered Aluminum RoorCuating, at 1.5 gal.tsq. or GAP WeatherCoate Emulsion at 3 gal /sq. (fur Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./se. T to following assembly is approved to a maximum design pressure of • 162 pst: No st bsmuttons shall be made: a. f. Acceptance No.: -0 t.t { Deck Type: Concrete, primed IrtsulAtions: Base Layer; Min. I'/" E'NRG'Y 2 Plus. AC Foam 1, IL Apache/Hy- �_ Thenn Pyrox, AP, Whig Line, U1traGard Gold, Multi -Max or GAFTEIViP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N adhered to the concrete deck in a full • mopping of approved asphalt applied within the EVT range at a rate of 20.40 lbs. /sq.. Top Layer: Min. 4" GAFTEMP® Fiberboard or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs. /sq. Anse Sheet: Install one ply ofGAFGLAS® #75. GAFGLAS #80 Ultima T" GAFGLAS PLY 4 41), GAFGLAS® PLY 6 6, GAFGLAS FlexPIyTM 6, RUBEROID Modified Base Sheet or RUBEROID 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. .Ply Sheet: (Optional) One, two or three plies of GAFGLAS PLY 441) or GAFGLAS® PLY 6®, GAFGLAS FlexPIyTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbslsq.. Membrane: One or more plies of RUBEROID MOP (Smooth and Grnnual), RUBEROID MOP 170FR, RUBEROID ULTRACLADTM RUBEROID 30 and RUBEROID 30(R, RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following • Asphalt flood coat at an application rate of 60 lbs. /sq. a 20%: plus grivel or slag 'with an application rate of 400 ibsisq, & 300 lbs./sq., respectively. ?. GAF Premium Fibercd Aluminum Rool'Coating, at I•3 WeatherCoat® Emulsion at 3 gal/sq. (fur Torch Smooth 52 of ss P$19t'888S0r, 01 25 (2 8E8 OE Frank Zulaagu, RRC Roofing Product Control fL utninu f l d d f 1 S OOQtiHR ad 00 : t 1 2002 El 00N i. • 1999 Roofing Materials and Systems Directory • ROOF COVERING MATERIALS (il1R) ROOFING SYSTEMS (TGFU)•- Comt*W1 of 1/4 . (man) a le, 'D peck* Owerlionm4. are used directly the deck with all joints staggered 6 in. (sin) fromywood joints. 11 eater beglor may be ogMonoU 1ru0aWd under r oyste utdlteing 11+EMuA*r %seta k,. • VEk UM insulates is an acapsabla airman der say petyla gaawnte batiste. Mme *Cowin' sperms, 6A16LA5 perfte may be seed as is option war IYERGUAR0 insulator. 6M6LA$ Syseawnt Perforated Rase Shut may be rrdllted as as additional ply in sey IN . I , 1 I..� Clue A • Masted 1. Pau lasoloties One hstened Igars •isotherm Iodine any Lo u• Loose laid or • Ambrose' Arty UL ramified membrane used in a ball.eted system. Surfactogr Rsvor bottom starve 3/6 tot -11/2 114 m 100 1. beds at plass fiber oe wood f Mr. 3/4 to 1.1/2 Mea>branot'Rubaasde Torch 1• (aodif+sd bitumen). Surfaebps Gravel at 400 tbn/sq. loose (sod or concrete blocks. at 10 Ibs /sN spew! not men then 1/11 in. PIdo 11 s Mite, Mannar of wood fiber. 3/4 to 1 -1/2 in. Shalt (0 )s Type 13 whoa o nic felt *r Type u2, Mamba= besolf tad■ 1' (modified ,amen). Surfsdo p GAUL. 4: Deck `Isis! • Initiation (0 t Mite, glass fl wood ft0or, any Wetness. Il wtbnnet'Ruuberoidn Torch 1 (modified tmtvoen). Sap Sheet 0.004 in. poQmthylan► (not I0. Classified ). Surfid 3 /4,jn. Mica concrete with Poe layer of No. 10 Suas:aoaviUe Qum NA (arwAdvai0bQ grouted in place. 2 •. , S. Oas;110 Insulation (Optional): Partite, glom fbu or wood fiber. soy Ottawa I/ mtbr aQ'Rubetroid° Torch 1 (modified bitumen). w or I cone re poem 3/4 to 1-1/2 htn9 not Was tlue Ib/sq R at 1000 not more � cona+au ors eig than r SIPs4613mmns. 2 In. mesa. b)lsoganuPds. any thickness. laid Amok= 'En/Guard sr v VrerGasasd F6'. 40.300 mil (TPA), laid I Surfacing fiver bottom Moto (3/4.14/2 in. dean) at 1000 lb/so or roof paws. 1.1 CLaf A • wW Adhere 1. P 1 lsdises 1/2 ' Ines In sUlatlat (Optiow i l): One or more I pulite, woos Tiber. Abdr, isocy nurate. untane, per(itaisogaraaata composite. pe te/ urethane composite. wood libel /Lsoc,tanrate composite. Phenolic. lM thickness. gate Sheet (Optional): One or more layers Type 61, Gt or G3. Me of more layers 'Rubsotditbrch' (smooth orgrnul ),, had m ipyb Troad T il PWt (Gnome). "Ruberoio'Mod (smooth 9 � !Ruberoid Mop plus: ( gnaule). Sudtdic col. 400 UM. boat laid or applied in a Rood coat of hot 3 NC :Iodine 1/2 fade Spent (Optimal): imal): Oise or mom layers Typo U. G2 or 63. nno�rr Gomm or mom Wyss %nerve Torch' (smooth or Granule). • inboberokilotch Mu! (granute).'Rube,r*id Mop' (smooth or punk) or • i'Rbberrviid Mop PWs' (gawk). Coating amok No. . Oodnt NC ' 1•i/lt • 3 geV�M 114 ' Mow, glaze ;Insalittoii (Optlorsal)t One or non yyed polite, mod 10* SSA (Optimist)* One t more tayen Type 01. 62 or 63. lembeuru One or nom la tf 'Ribefotd Tondo' (smooth or pule). 'U'UMW ,Toed► Mu! (Or ;nu1e). 9rbamid Moe (granule) « BRuberad Nop rue condo ( w n akNo. YT,1.V2•3sa{/� 4. Omit C43/32 sills. 1 ' laudations Ore or mow loyus partite, pass fIW tioc$numt . urethane. nsnnte ooa►Psant+. psIOto/UftV I tom (mitt Phenolic 14/2 In min ihidnnoss (offset from plywood joints E In.). Sum Shpts One or mom tips d Type 42 « 63.. Ply Sheet (Ottleaigt One re more *us o1 Type GL Meosbraat One or more Wien d 'Rubewid Torch' (smooth or granule), 'Ruberoid Torch Plus' (gentle), "Rubeloid KW (smooth or Squill) or 'RuMmtd Mop PW! (granule). Suiheinia: Kam* No. 9/,1•1/Z • 3 ga laeli qq iies Oadv RC n VI LOOK FOR THE UL ' ROOF COVERING MATERIALS (T21R) ROOFING SYSTEMS (TGR!)- Continued Paso Shoo (Optlosagt Ono or MOM layers of Tr 61, 02 or 03, Membano: One or more lays of'Ruberoid lorch or granule), 'Wb.rold Torch Plus' (Oren tie). , «Gra Surfacing (Opdonel)s Karnak '' NN0. 97 or'1W at 1.3 g V ro Grundy Ind. '20 1 Emulsion' at 3 9il /sea. a 1/i 6. packs L - 15/72 tau Blot, 3/4 tin. min. insulations One or ram Iay!rs per• O isoeyanuraW. urethane. Pedita/aoganurate cQWpositL PerUte/urctnane composite. phenolic 1.1/2 In. min. nano Sham (Optional); One or more layers of Type 61. 02 or 43. Membree's One or more layers of "Rubenvid Toren (smooth or granule), 'Ruberold Torch R (granule), 'RuWOW Mop (saooln or pule) or 'Raberold Mop Plus' (9remrle)• Surfadop inreL a 1/2 7. Ondu tion (Optional): One or more layers polite. wood ftbn, glass flber, isotranuwta urethane, porlitollsoclaruells eonp3sice. perbts/ urethan■ composite, woad fiber/Ingenetate composita. Phaealk. Base Shea Two of more layers of Typo 02 er 63. Ply Sheet (Optioaat)t One or more Was d Type 61. Mear4sais One or more layers d'Rubaroio Torch' (smooth ore), 'Rubes*, Torch Pits' (panda), 'hW� Mod (smooth panda) 'Rubmid Mop Plus' (granule). Sulfating: Karnak No. V. 1.1/2.3 gaVs gravel. 1 / 2 B. Deck: NC 3/4 in insulation: One or nano ocy leyer partite, glass Bbe4 pe 3/4 in. nt a1, m n Isangrate, urathaoa. pe tite/isoeyanuses wmPO composite, phenolic, 1 -1/2 in. min. • Use Sheet (Optlonel)s One or mono layer of Type 01. 02 or 63. !Umbrella, Ono or ma layers of "Rubemid Torch' (smooth or granule). 'Ruberoid Torch Plus" (granule). "Ruhe oid MOP' (smooth or granule) or 'Rented Nap Pout (granule). Surfacing 'AL MB Aluminum toot Coating' it 1 - gal/sq. a O 11. IaWtatleas bacysns's% 2 in. non.. wood fiber. polite - glass er, any thickness, hot mopped or mechanically intoned in plea. Joints offset 6 /n. d 62 'CAMAS 175 Use Steer. lase Sheet One or room: lame hot mopped or mechanically ksanad kV a Pt11 Shut (OPtpi�m.d19i One al more Ieyers of lye 62'GAFGIAS Ply 4' cr Meabranas "Rvberoid Torch 170FR (gramme). fetfiK (Optional): GAF Fltornd Alumina Cadn9 at 1 - 1/1 goVea or GAF eather Coat (mullion at 3 gal/so. 12. Dodo C -1S/32 Indian y fiber, any thickness, insulation (Optional):Isogenure% pule g not moppet' or um hanicel4r listened Is pima Joints offset 6 in. hot Base o Skeet ns be mom m laps sto in a of Type e 002FGL 'CAMAS VS Base Sneer. Ply Sheet b p e 0n w more tarn of Type 61'GAF L.43 Ply 4' or 'Ply 0". hot mopped Membnties •R„beredd torch ITOFR (Oran0II)• at 1 -1/ 2 "LAO 0 Swrfadal (Optional): GAF fibind Alvada.m Cooling GAF W.sther Wet Emulsion at 3 Del/eo. . . 1/2 13. gene NC - Iodine: flbs board. parlfta. gIasi f ilm. any thickness. l Ise mopped o wood ice fastened in place. fibs. any thickness. hot Mopped or mechanically Joint oist 6 In. MURK ON PRODUCT; 343 mutation (OOtiaags One or mom Wort Pelt glass filar 3/4 in, min, tsa ycnmate, urethane, Porlitoiluhanlirli. eornposita• Partite/ urethane composite. Phenolic 14/21n. Pi& Base Sheet O ne or One layers of T p n. ITS Oise Sheer, hot mopped or atchinica0f fastened is place. 0. hat mopped Ply Sheet One or more layers dType 41 'WOW Pb Memnon: 'UMW Mop FR' fad (grenale)• at 1.1/2 911/so or Sura0 Mitred 6Mitred Alum nun Cvatinp GAF Weldor Cost Emulsion at 3 gal/so. Insol tion ( Optiaol): One Of more layers /OO►ita. glass fiber. 3/4`h . min, imamate, urethane, porliteh044gnatato composite. petite/ ent ani wraposita, phenolic, 1.1/2 is min. Race Sheet One or more tayan of Type 02 'WFGIAS 375 Barn Shat ", hot mopped or mechanically flalsned in �t', or'GAFGUS Ply Sheet One a more loos of Type Ply Ply r hot mopped in placa M faring ('p (Optional): GAF GAF R ter Aluminum C sn oating at 1.1/2 pal/so or rrfadng lt�aa+a GAF Weather Cat Emulsion at 3 9it/sa. her V3 Oahe-Li/12 ftb • MIAML VILLAGE BUILD G'`2EPARTMENT 305-75 .Building Inspegtion Request Date Olt .J 0 d . -w Type Insp'n li`_(( - 9 j 1 r Approved Correction == Permit No. ) n Na e rj' ■ T, Addres (/ ), )) .( ( :1 `)."" . . J Company z Phone # � 1 - 9 () (- Inspection Date f ' / ('• to Re- Insp'n.Fee ❑ t Date Type Insp'n Permit No. N Addre Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHQES VILLAGE BUILDING bEPARTMENT 305- 795 -2204 B ilding Inspection Request Tenant/Lessee Name ECEINED DEC BUILDING PERMIT APPLICATION FBC 2001 5t al A $ Value of Work For this Permit Gb'1 DN3 al Fee $�0 a a Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder),/A�1 /� cIW Phone # Owner's AddressO02S/ 9�o J7. City I�/ / li .S State �. Zip 33/.3g Phone # Job Address (where the work is being done) 96S% City Miami Shores Village County Mi Dade Zip .1/38' Is Building Historically Designated YES NO Contractor's Company NaiJ #/V , 'Si /6h`'/ —Mt, Phone # 7/y -- 9 ' q7 Contrac Address 3a, NE 9/ City //' j / Sc S State li• Zip -3/3g Q u alifier \J dikk/ g�� Architect/Engineer's Name (if applicable) NA Phone # Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑Ne -r It Repair/Replace ❑ Demolition 7AJ Describe Work: l le (v 1rz 1 THE `� / * * * * * * * * * * * * * * * * * * * * * * * * * * * * F * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** P03-11c0 Submittal Permit Fee $ a, � Ca S Notary $ " Training/Education Fee $ Technology Fee $ G 103 ry Scanning $ 6- Radon $ ' Bond $ Code Enforcement $ r --- Structural Plan Review. S Bonding Company's Name (if applicable) /0 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) /1/� Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR .AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 30 day ofD 20 0_, by who is personally known to me or who has produced NOTARY PUB Sign: 624 ../t Print: a r r n e My Comrnission Expir ** * * * * * * * * * * * * * * ** State Certificate or Re :hc 10/14/03 As identification and who did take an oath. APPLICATION APPROVED BY: LORRAINE KELLER Notary Public - State of Florida s Commission y Nat i MaD_D .1p1i Bonded Wri? 13y Nat Flyyb4dt�� 4 Contractor The foregoing instrument was acknowledged before me third O day of ('R'm be(2003 by who is per sonal y known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: • r r (- My Co • _ My Commissron Expires Apr 1 B, 2008 "� LO 1 t RtLLt►r ` rnmission E ' !� ; Notary Public - State of Fl orida Competency Holder) '' t*noo Bonded By National Notary Assn. 3nAo. Certificate of Competency No. ***************************************************************** r******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** JAN - 1 26O4 Plans Examiner Engineer Zoning Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. } ._1 c. . .;_ 1 -_.._ .. - ;. i_ .1 _ If: ... ..13. _ ._ _1._ .. _.1-1...1— - 1... . } }f' 1±i a .r -1... # _ _ . ., �� -.1_r _. - ... 1 f . �.... -1 -1 ,- -i .1.-..4--- . _ 1 ... , _j_ j, L_ , J.4. 1 { a_L. _ f .. _ :1:1--1--[. '':: t: :: •_t { _ 1 _ .. _ - .1-1.1-1-1- -1.-1- L l } !. ) - �i - 1 1_I:_ - - - t_ - _.x_.1 . . 1_'_ ._ . .! - . 1. - . .... -._._ j_ }-.1-:}-.:.} �-�_:�_ = ~ _ _ -- = _ :_ .. ..1_ ^-L . 1..' . f _J.1 - : : .. -;.t - _.1 y . _ .. ...- _ �iNl, .. - _17.+.1 } .4_11114.. - _ . t. - 1_ ......y-t -1-J - i11 _ .. _...' 1.. � { -1 LJ � I14:11-4:::4:-.--- - , f._ 1.... I�, f_ f, 1- �f _ 1 t _ .. J �_ _ :{ -. _...r_ 1:LJ_. _,_l = ._ ...... :::::::1 _. 1. 1_.f .1. 1)111 . -' }il ;.. ..f_ 1 r _ __ -.. . { 1 r I +J .5 L f_ L. 1 J . _ _... - . ... = _ u Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's NameZOHN & 7 Job Address 6D NE 96 ROOF CATEGORY Ei Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof a Re- Roofing 0 Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) l66o Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as °NA') System Manufacturer / ufacturer 'I4F NOA No.: 0207 3 0 I Design Wind Pressures, From RAS 128 or Calculations: el Pmax1: _ Pmax2 :0A 6 Pmax3 /Z4l. Max. Design prpure, From the Specific NOA System: /'mil/ Deck Tyies/�c eNiei1 &//Ve� p Gauge/Thidmess: 4 T Slope: " Surfacing: A/XA Section C (Low Sloped Roof Systeml JL /'E Anchor /Base Sheet & No. of Ply(s):/ // Anchor/Base Sheet Fastener/Bond)rig� aterial: Insulation Base Layer :��� ZSD Base Insulation Size and Thickness: g 7 . I lat iqn F, 27A Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener /Bonding lu(akerial: / P : MA AV&17 Base Sheet(s) & No. o Ply( s) Base ,s stgr}er /9 #A Ply Sheet(s).& No. of Ply(s): Zi PliE��Ep epfMnit�, erial: Top 4A 1M AL PS . to = /B' •' r ' :teri a I Fastener Spacing for Anchor /Base Sheet Attachment I fat FIC LI3 A A/'ieED oc c ' #Rows @ 'oc Fiel Perime Comer. Nu B IoM OOP rxtErr OAF PLY l oar j7474 7 eivr ows ows er Insu on oc Fi d __._ ' e meter mer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Parapet I Height t. _i •, !..J /e IIMILEAKMPTANIKEI I Mean Roof Height • • Roof Syste Manufacturer: Notice of Accep : nce Number: Minimum Design W d Pressures, If Applicable (From RAS P1: P2: P3: 27 or Calculations): Maximum Design Pressu (From the NOA Specific S tem): Method of tile attachment: • 1 Roof Slope: : 12 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Stee Slo • ed Roo Deck Type: ype Underlayment: nsulation: Fire Barr Ridge Ventilation? Mean Roof Height: O S s em Descri •ti n �� astener Type & Spacl dhesive Type: ype Cap Sheet: oaf Covering: Type & Size ' rip Edge: 1 • M squired Moment Resistance* Ii Description 15' 20' Design Pressure 30' 40' Mean Roof Height - Roof Slope ( 212 34A 36.5 .2 39.7 42.2 3:12 32.2 34.4 6.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5 :12 28.4 30.1 31.6 32.8 34.9 6 :12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 ` 25.9 27.1 28.2 30.0 Wh re to Obtain Infor ation Description Sym i. I Where to fmd Design Pressure PI or ' or P3 RAS 127 Table I or by engineering analysis prepared by PE basal on ASCB 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment R �'., p: , •. M, Calculated Minimum Attachment R- :+' •• F' NOA Required Uplift ' - :' F. Calculated Average Tile t W NOA Tile Di: .ns I= Length w= width NOA All calculations must be bmitted to the Building Official at the time of permit application. 1 For Moment bas for M with the vain values, for each area Method 2 "S' Required Moment of Resistance Method 1 (P x (P x 2l (P x Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculationsi tile systems, choose either Method 1 or 2. Compared the values from M If the Mr values are greater than or equal to the M f the roof, then the tile attachment method is acceptable. "Moment Based Tile Calculations Per RAS 127" -Mg: =Mrt NOA -Mg: = Mrj NOA Mr - Mg: = Mr3 NOA piffled Tile Calculation Per Table Belo ) From Table Below Method 3 "Uplift Based Til (P .x I: = -- - x w: = � ) - W: (P x1• x w:= ) -W: (P3: x1• = x w:= j -W. *Must be used in conjunction with a list of m ent base Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. values for F If the F values are greater than area of the roof, then the tile attachment meth I II 1 Cale x cos 0. x cos 0: x cos 0: N 1 A mr tile systems endorsed by the ared the values for F' with the equal to the F values, for each s acceptable. lations Per RAS 127" = Fr1: NOA F' = Fr2: NOA F' = F NOA F' ti'reeteerity Pt *nrunk & i vcleptnent frtaartmrne Code • Owner's Notification for Roofing. Permits issued tender the @�Btte•it�:a Building Section 152.1 - High Velocity H m urric o Zones Required Owners Notillcatian f or Roofing Considerations 1524.1 As it pittains to this section, it is the responsibility of the roofirrci contractor to provides the owner with the ce=egrtirfd 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 acrd standards of the industry for rooting system installations. Additionally, the following items should be addressed as pert of the agreement between the owner and the contractor. The oweei's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Wortcrrtanship: The workrttanship provisions of Chapter 1.5 (High Velocity Hurricane are tor the purpose of providing that the roofieg system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues rtre not a consideration with aspect to workmanship provisions.. Aesthetic issues such its color or arcttitectural appearance, that are not p:arf of a zoni ►g code, shtnatd be addressed as prat or the agreement between the owner and the contr clot 2 Renailintj Wood Decks: When replacing roofing, the existing wood roof deck may have to be rien;ailnd in accordance e with the current provisions of eti ipter 16 (High Velocity Hurricane Zurres) of Ibe Hon a fit uililin l Code. (The root dock is usually conceded prior to removing the existing rout system). 3. Common Roofs.: Common roofs are tl'rose which have tro visibler delineation between nei1lhbor'ing units (i e townhouses. condominiums. etc.). in 1.►uildeiys with conution roots, then rooting crier actor ,:nett /or owner should utility the occupards of adjacent units of rooting work to be perforrne:d. �.' 4 . Ex.posed Ceilings: Exposed, open to reu e:tritir cgs are where the under side of the root dec. :king b ....._. r.ait be viewed from below. The owner nl;ry wish to rn:airil;airr the architectural rif►Pearerrcx;, 1ht,reacnra, rocatind nail ponetrrittonr: of the underside of the decking may not be acceptable, 'flier Florida Building Code pro 'des the option etl nt.iintaining this appearance. Pending Water: The current mot system and/or deck of the building may not drain well and a,. n . cause water to pond (ai :euntcd.de) ire low -iyuiy areas of the rrtuf. F'crrtding e.an tics all iritliC.rlitm nl structural distress and may require the review of ;:► professional structural engine3er. Panning may shorten the life t_rxpec(OnCY and performance of the new rooting system. loading conditions may not be evident un ; Itic originai rooting system is removed, Pondinet conditions should be corrected. 1 6. Overflow scuppers (wall outlets): It is required that rainwater flow oft so that the roof is not o shaded hoer ri build up 01 water, t'erimeteer / +attfe walls or other root extensions may block this discharge if oveilluw scuppers (wail outlets) aro not provided. It niay be necessary to install overflow . pp,, }r; rii ac:corda ice with ttie Florida Building Code, i'lunthing. r. Ventilation: Most r+aot structures should have some ability to vent tt;at Ural airflow through the tenor of the Structural asserall.ily (the building itself). The c:existing amount 01 attic: ventilation shall net be !educed It mgr ,,;t c: beneficial to consider additii voiding which can result in extending the service life of the roof. s Signatureti D Contractor's Siltnateere • • .; 4 12/29/2003 10:59 3057518579 Irt1AEl FDADE RUILDIN(. CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NCO) GAF Material Corporation 1361 AIps Road Wayne, NJ 07470 AO ABC SUPPLY CO MT,1M) -DADA COUNTY, l'LORrDA METRO-DAI3E TT.A0t.F!e, R ian man 140 SVEf FLAGLER STREET, SUITE 1603 MIAMI, PLORMA.331+30 -1563 (305) 375.2901 FAX (;105) 3754908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constitution materials. The documemtation submitted has been reviewed by the BCC) and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other arras where allowed by the Authority l:Iav1ng Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The IICCO (in Miami Dade County) and/or the Alai (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 AHJ tnay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance. if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This j roenct is approved as described herein, and tuts been designed to empty with the Nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conveutionel Built -Up -Roof System for Concrete Decks. 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. TERMINA11ON of this NOA will occur after the expiration date or it there has been a revision or change in the materials, use, and/or manufacture of the product or process. brsuse 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 .ection of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed hi 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 800- 0403.02 and consists of pages 1 through 28. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA, No: 03.0430.14 Expiration Data; 11/06/08 Approval Dater 10/31/03 Page 1 or 28 PAGE 01/30 • 12/29/2003 10:59 3057518579 '1 {OOFING SYSTEM APPROVAL Category: Sukt a ick-TZP.Z. Maximgrn eaATigitessur& )?ire: CI(ssificatio7p' `BADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test. Specification ASTM D 41 Product GAF Asphalt Concrete Primer (IvIatrixTM 3117 Primer) GAF Mineral Shield® Gtamules GAF wcathercoet® Emulsion (MattixTM Pibered 305 Enttrlsion) GAF Premium Fiber ed Aluminum Roof Coating (Matrix System pro Aluminum. Roof Coating Fibcrcd 301) GAF ; etblak All Weather Plastic Cement (Matri est Standard Wet/Dry Roof Cement 2(14) GAF Aluminum Emulsion GAP Aluminum Roof Paint (MatrizTM System Pro Aluminum Roof Coating Mere; 302) GAP Built-Up Roofing Asphalt GAFGLAS® #75 601b. & 10011) hags Roofing BUR Dimene ons 5, 55 gallons 5 gallons 1, 5 gallons 1, 5 gallons ASTM D 3019 Refined asphalt blended with a mineral ASTM A 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces_ 5 gallons 5 gallons 1001b_ cartons, bulk 39.37 (I meter) Wide Concrete -457.5 psf See General Limitation #1 ASTM D 1863 A STM 1227 ASTM D 2824 Meted aluminum coating. • ASTM 1)2824, Typcl AST.M D312, Tpyes Y, I1, ILl and 1Vr ASTM D4601 ABC SUPPLY CO Product Pesci -10hm Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced mot's. Mineral cotloldial bituminous emulsion with reflective aluminum flakes. Non- frbered. aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt Asphalt impregnated and coated glass mat base sheet. NOA No 03- 0430.14 Expiration Date: 11106/08 Approval Date:30/31/03 Page 2 of 28 PAGE 02/30 • 12/29/2003 10:59 l�rc� u¢t t *AFGLAS #80 Ultimi Base Shixt GAUGLAS kleuPlylm 6 C &I OI .AS Ply 4® GAFGLAS® Mineral Snrfaced Cap Sheet GAFGLAS® STRATAVLNTM Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID MOP Smooth RTJBEROID 'JLTRACLAD® SES RI JBBRORD MOD Asphalt, Asphalt L & Asphalt P RUl3EROIDO Modified Base ,Sheet Ruhcroid® Mop Granule Rubcroid® Torch Smooth Rubetoldasl Torch Pius (Granule) Rubcroid® Torch Granule Rubcmid(Q Torch ER 3057518579 '1 c kgrrs 39.37" (1 ruder) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39,37" (1 metes) Wide 39.37" (1 meter) Wide vari 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 sq. roil 1011b. 60 Ib. kegs 39.37" (1 meter) Wide 39.37" (1 ureter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide .Test eci f i,ca Lion ASTM 1:4601 ASTM D 2178 ASTM D 2178 ASTM 1) 3909 ASTM D3672 ASTM 1) 4897 ASTM D3672 ASTM D 4897 ASTM 1)51.47 ASTM 176298 ASTM 1)5147 ASTM D4601 Type I Tpe 02 BUR ASTM D 6222 ASTM D 5147 ASTM n 5147 ASTM D 6:222 ASTM 1) 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM 1) 5147 ABC SUPPLY CO Product Description Asphalt impregnated and coated, fiberglass base sleet. Type VF asphalt impregnated glass felt with asphalt coating. Type Pl asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass lime sheet coated on both sides with asphalt.. Surfaced on the bottom side with mineral granules erabcddod in asphaltic coming with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass bast sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non - woven polyester mat coated with polymer modified asphalt. 1)oes not have a factory applied surfacing. Woven fiberglass mat coated with polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. SUBS modified asphalt Premium glass fiber reinforced SBS- modificd base sheet. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty. polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated fait, surfaced with mineral granulev. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. NOA No: 03-0430.14 Expiration Data: 11/06/08 Approval Date:10/31/03 Page 3ofVI PAGE 03/30 • • • J. Li L-PI LVVJ 1V• Protect Ruberoid®s® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 .FR Reberoid® Mop 170 FR Vent Stack, (metal and plastic) J V .J I J 1 V J 1-I 39.37" (l neetcr) Wide 39.37" (1 meter) wide APPROVED INSULATIONS: Product Name GAF TEMP Isotherm. RA, RN & Composite GAFtEMP® Composite A & N (BMCA)GA TEMP® Fiberboard Energy(uard Penile EnergyGuard Recover Board EnergyGuard High Density Fiberboard PYROX We Line ACFoam 1, lI & Composite ISO 95+ Test Dimensions Specification 3937" (1 meta) ASTM D 6164 Wide ASTM 1) 5147 39.37" (l meter) ASTM D 6164 Wide ASTM D 5147 ASTM D6163 ASTM D 5147 ASTM D 6163 ASTM 17 5147 39.37' (1 meter) ASTM D 6163 Wide ASTM D 5)47 39.37' (1 meter) ASTM D 6164 Wide ASTM D 5147 PA 100(A) ASTM D .1 929 ASTM 1) 635 MLV .JVI 1 L 1 VV TABLE 2 Product Description Polyisocyamirate foam Insulation Polyisocyanurate foam insulation with high density fiberboard or Ferntalite polite insulation. Fiberboard insulation. Pcrlite insulation board. Pcrlite recover board High density wood fiberboard insulation. Potyisocyanuraie foam insulation Polyisocyanurate foam insulation Polyisocyanuratc foam insulation Polyisocyenuratc foam insulation Product Deseripti on, Non -woven polyester mat coated with Polymer modified asphalt and surfaced with mineral gtanales. Nonwoven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. SBS modified asphalt base sheet reinforce witli a glass fiber mat. Non vroven fiberglass mat coated with polymer modified asphalt and tiurface will mineral granules. Non woven fiberglass mat coated with fire retardant, polyester modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire tetardant polymer modified asphalt surfaced with mineral granules. One way valve vent used to relieve built - up pressure within the 'roof system. CAP Vent Stacks are available in metal or plastic. Manufacturer (With Current NOA) CAF .Materials Corp. GAP Materials Crap. GAP Materials Corp. GAP Materials Corp. GAP Materials Corp. GAIL Materials Corp. Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. NOA No: 03- 0430.14 Expiration Date: 11N16/08 Approval Drate:tW/31/03 Page 4 of 28 1 MVt_ VYI JV • 12 /1y /2bb3 16:5J :ebb /t Lbb /`J APPROVED !I Type X Gypsum Dens beck ISORoc Structodck Fastener Number 1. Product Name Wood Fiber High Density Wood Fiberboard Perlite Insulation Pelite/Urethane Composite ENRGY 2 & ENRGY 2 PLUS, UltraQard Gold FiberGlass Roof Insulation Paroc Base Board, Marne Cap Board Multi••Max, FA APPROVPD FASTFNk,ES: Product Name CAFTITE® (Drill -Tee ®) #14 Heavy Duty Roofing Fastener 2. GAFflTE® (Drill -Teat) ASAP 3. GAFTITE® (Drift -Test) Base Sheet Fastener and Plate 4. Gatvatumc Plates (Dtill- Tecc Metal) 5. Polypropylene Plates (Drill- Tecf) Plastic) 6. Dekfast Fasteners #14 & #15 TABLE 2 Product Desc ripdon Wood fiber insulation board Wood fiber insulation board Perlite insulation board Perlite / urethane composite board insulation Fire resistant rated gypsum Water resistant gypsum board Folyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Polyisocyauunrate foam/ rockwool composite insulation Wood fiber insulation board ?t.ockwool insulation. Poiyfsocyanurate roof insulation TABLF3 Product Uescaiptinn Insulation fhsiencr for steel, wood & concrete decks. Pre-a•semblcd GAFTTI'E Fasteners and metal and plastic plate. Base sheet fastening assembly. Round gaivatume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks ABU 5UF'F'LY (:U 3" and 3 3h" DVJanufacturcr (With Current NOA) goroac generic generic generic genetic G -P Gypsum Corp. Johns Manville Johns Manville Johns Manville Masonite. Partck, Inc. RMas,inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. . GAF . Material s Corp. GAF Materials Corp. 3" and 3 7i" CAF Materials Corp. GAFF Materials Corp. Construction Fasteners Inc. NO/l, No: 0344311.14 Expiridian Date: 11/014/08 Approval Date:10/33/03 Page 5 of 28 F'At t bb /.b • 12/29/2003 10:59 3057518579 APFROVEll FASTENERS: Past Product Number Name 7. l)ckfast Flax Plate 9. Dckfast Lock Plate 9. #14 Roofgrip Pasteners 10. Rextra Plus II_ Metal Plate 12. Gearlok Pia ado Plate 13. Olympic Fastener #14 14. Fluted Nail (Co -Tito) Insulation fastener 15. Olympic Fastener ASAP Pre - assembled Insulation &stet er and plate 16. Olympic Polypropylene Polypropylene plastic plate 3" round galvalnaxre AZ55 steel plate 13. Olympic Standard 3" round galvalume AZ50 steel plate 19. Rawl Drive Insulation fastener for concrete decks 17. Olympic G -2 20. Rawl Plate 21. HD instil - -Fixx Fastener 22. Instil -Fixx S Plate 23. Instil-Hits 1' Plate 24. Tru -Fast Fasteners • ► ThltLE 3 Praline. Description Gralvalutne hex stress plate. Polypropylene locking plate. Insulaticm fastener for wood and steal. Pre - assembled Insulation fastener and 3" metal plate Gralvalume stress plate. ABC SUPPLY CO Polypropylene round plate Insulation fastener 3" round galvalumo AZS5 steel plate Insulation fastener for eonercec decks 3" round gaivalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for concrete decks Dimensions 27/8 "x 3 1/4" 3" x 3 1/4" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round Manufacturer (With Current NO4.) Construction Fasteners Inc. Construction Fasteners Inc. ITW t3uildcx Corp, ITW Buildex Corp. ' 1TW Buildcx Corp. TCW Builder Corp. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Croup. Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group. Inc. Olympic Manufacturing C3r oup, Inc. Powers Fasteners, inc. 3" mund Powers Fasteners, Inc. SFS /Stadler 3" round SFS/Stadter 3" round SFS /Stadler Tru -Fast NOA No: 034130.14 Expiration Date: 11/06/08 Approval Datet10/31/Q3 Page 6 of 28 PAGE 06/30 • l'212 1F7: by :ii7b /b1 b /y APPROVED FASTENERS; Fastener Num bar Product Nine ZS_ Tru-Fast MP-3 26. Tru-Fast Plastic Plate EVWENCE SUBMITTED: Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp TA.t:zu 3 Product DcsCriptIon Dimensions Galvalunne AZ50 steel 3.23" round plate Polyethylene plastic plate. 3.04" round 'hest Idea tiller FMRC 1996 J.1. 7.B8A4.AM 3B9Q1.AM J.1 ODOAB.AM J.l. OD1A8.AM J_T. 0Y9Q5,AM ABU bU 'tLY C U Manufacturer (With Current NOA) Tru-Fast Tru-Fast De criatikn PAM Current Insulation 01 Aft: aliment Requirements Wind Uplift 07.02.97 FMRC 44704 01.08.98 07.09.99 Wind i 07.29.94 FMRC 4470 - PA. 114 04.01.98 NOA No: 03- 0430,14 Er:Oration Date: Ii/06/OR Apprasal Date:lai1/03 Pago7nf28 r AUt b / / 'SU • 12/29/2803 10:59 3057518579 APPROVED AS VM111il.1h13; Deck Type 3I: Concrete Decks, Insulated Deck Description; 2500 psi structural concrete or concrete plank System Typo A(1): Optional Insulation layer y adhered with approved asphalt. All General nn t System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer ACFoam Composite, GAFTEMP® N, ENRGY 2 Composite Mirlrttuto 1.75" thick N/A N/A Note: Concrete deck shall pitied with ASTM D 41 asphalt printer and allowed to application of be sheet. Al! insulation shall be adhered to the deck in foil mo fa prior to asphalt within the EVT range and at a rate of 20-44 lbs/100 f Meese refer to R gn of roved Standard RAS 117 for insrtlation att hm I atlatiorr listed as as base layer s with a second layer Rase layer only shall be Application ubstrete. Coro �r of approved top layer Insulation installed as the final membrane posife insulation panels used as a top Layer shall be plate with the polyisocyanurate side facing down. Base Sheet Ply Sheet: Cap Shen: Surfacing: Maximum Design Pressure: . psf.(See Geneinl Limitation #9.) ABC SUPPLY CO Insulation Fastener- Fastener (Table 3) Density/IV tposite, GAFTEMp Composite A, GAYTEMP Composite Install one ply of GAFGLAS® #75, GA>~GLAS #80 Ultima 174 GAF3LAS0 PLY 4®, GAFGI,AS® FLY 6 ®, RUBl3ROID Modiflod Base Sheet or RUBERO117® ZO directly to the insulated substrate. Adhere with any Y �p /sq. mopping asphalt applied within the PV range and at a rtes of 20-4() lbs. /sq. Two or more plies of GAFGLAS® Ply 4® or GAFGLAS FlcxpU, 6 ply sheets adhered in a full ,popping of approved asphalt applied within the BVT range and at a rate of 20-40 Ibs. /sq. (Optional) Ono ply of GA1 LAS® Mineral Surfaced Cap Sheet adhered in a full 1bsJsq. mopping of approved asphalt, applied. within the EVT range add at a rate of 20.4() (Required if no cap sheet is used) Install one of the following: 1. Caravel or slag applied at 400 lb/ g pp . s4- and 300 IhJsq- respectively in a flood coat of approved asphalt at 60 Ibisq, 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. or GAF WcatherCoax Emulsion at 3 gal./sq. NUA No: 03.0430.14 FIrpiration Date: 11/06/6/08 Approval naterx0/3l /03 Page 0of28 PAGE 27/30 PAGE 08/30 12/29/2003 11:12 3057518579 ABC SUPPLY CO CONCRETE DECK SYSTEM LIMITATIONS: 1. if rnechanical attachment to the structural fleck through the lightweight insulating concrete i; proposed, a yield withdrawal resi rance testing shalt be performed thl determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and R.00fuig Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. NOA No 034430.1 ERpiralino Date: 11'/06/08 Approval Date:10/31 /03 Pngc 27 of 28 PAGE 27/30 • 12/29/2003 11:12 3057518579 ABC SUPPLY CO *' .NERAL Lt.hii' 'ATi ONS: I. Fire classification not not part a this ;tcceptanCe, refer to a current Approval .Roofing Materials Directory for fire ratings of this product. 2. Insulation array be installed in multiple layers. The f rst layer shall be attached in compliance with Product Control Approval guidelines. All other layers shell be adhered in a full mopping of approved asphalt Applied within the ENT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattcnt 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' ntaximum. 4. An overlay and/or .recovery board insulation panel is required on all appii.cations over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base she-et shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or snip mopped 8" ribbons in three rows, one at each sidclap 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 he 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: Spot attached systems shall be lltanited to a m udmum design pressure of -45 psf. 5. Fastener spacing for iustttation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 Ibf. 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 he loss than that required, as deterniiued byte Building Official, a revised fastener spacing, prepared, signal and sealed by a Flruida 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 aroas shall comply with the enhanced uplift pressure requirements of these areas. Fastener, dextsities shall be increased for hod) insulation and base sheet as calculated in compliance with Roofing Application Standard RAS I17. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers. niet.ul 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.c. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be pennitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred witldu this NOA, General Limitation #l7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Cude and Rule 913-72 of the Florida. A.drninisuative Code. END OF THIS ACCEPTANC1ti NOA, Not 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 28 of 28 PAGE 28/30 12/29/2003 11:12 3057518579 • •.iM' .1LAS 120 Preetiunt Base Sheet may be used In any of the /oUowing stems. GAFglas -- Flex Ply 6" is a suitable alternate to "GAFgias Ply 6". „ CA.Fe P Permafite Recover Board" may be used in lieu of any peitite insulation in any of the following NC Classifications. Hot roofing asphalt, for use Class with ggame and glass felts or modified bitumen end C membranes. Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" SBS products m any applicable Classification. I. Deck C-13/32 Class A incline 3 insulation tOptional): One or more layers perlite, wood fiber, glass fibet isocyanurate, urethane, perlite /I.+oryantrrare composite, perlite/ urethane composite, wood fiber /Lsoeyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Cl "CAFCLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfadng: Gravel, 2, Deck: C -15/32 incline: 2 insulation (Optional: One or more layers perlite, wood fiber, glass fiber, isocvanurete, urethane, periire /isocyanurete composite, perlite/ urethane r � nee composite, wood fiber /isocyanurete composite, phenolic, any Fly Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GATCLAS Ply 6 ". Cap Sheet One layer Type C3 "GAFGLAS Mineral Serfare4" Cap Sheet". 3. Deck: NC Incline: 2 Insulation (Optional: One or more layers perlite, wend fiber, glass urethane c tha ecomposite, wood fiber composiite, phenolic, partite/ 2 in. MAX. Ply Sheet: Two or more layers Type CI " CAFGLAS Ply 4" or "GAF- GLAS Ply 6". Cap Sheet One layer Tvpe G3 "GAFCI.AS Miners! Surfaced Cap Sheer. 4. Decks NC • Incline: Insulation: One or hvo )avers "Isother R', 4 in. n max, hot mopped. Ply Sheet: Any LL Classified gravel surfaced Class A asphalt glass fiber mat system, Deck: C•15/32 • Inciine: 1 Slip Sheet (Optional: Red rosin paper. nailed to deck. Base Sheet One laver of Type G2 "GAFGLAS 1175 Base Sheet" (may be nailed). la Ply Sheet: One or mere layers of Tope CI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Tvpe G-3 "GAFGLAS Mineral Surfaced Cap Sheer". 6. Deck: NC Base Sheet: One layer of T }- Indira: 3 Sheet: Pe G2 "GAFGLAS 6 %5 Rase Sheet Ply One nr more layers of Type GI "GAFGLAS Ply 4" nr CAFCLAS Ply 6" Sheet''. Cep Sheet: One layer of Type C-3 "GAFGLAS Mineral Surfaced Cap 7. Deck: C -1S/32 Incline: Insulation: One or more layers perlite, slam 2 e thane, perlite /isocyanurete composite, perlite /urethane cam °rate, ume- nolic, 1.0 in. min (oVQet from plywood joints 6 in,). P Base Sheet: One or more Dyers of Type Gt, G2 or G3. Membrane: One or nose layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), 'Tubercle! Mop" (smooth or granule) or "Rubemid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced C Deck: C -15/32 "F Sheet ", hot mopped. Indent. 2 lnsuettion (Optional: One or mere layerl petite. wood abet lass 6bet. isoryanurete, urethane, perlite /i,.ocyanurate composite, perlite/ urethahe composite, wood fiber /isacyanurate composite, phenolic, any . Base Sheet T. Ply Sheet (Optional): or more lessee of Type C2 or G3. Plymrane•�onal). One or more layers of I pc Cl. • • gr, anul e One r more layers of "Ruberoid Torch" (smooth or granule) or "Ruberoid d T� Phu" (Mami "Ruberoid Mop" (smooth or. Mop Plus" (granule). ion toe LOOK FOR TyE..UL MARK ON ABC SUPPLY CO PAGE 30/30 a.nonng systems (TGFLI)'"Contfnued • Cap Sheet: "GAFGLAS Mineral Surfeced Cap Sheer, hot mopped_ 1. Deck: C.13/32 CClan Insulation (OpIlostelk One or more ayers wood fiber, lsoryanurate, urethane, perlite/tsoyerturate composite. p glass urethane composite, wood fiber /Leocyanurate composite, henolk any thickness. Pie Sheet: Two or mnre layers of TTepe C4 "CA.FCLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". hot mopped. 2. Deck: C•15/32 incline: 3-1/2 Insulation (Optional: One or more layers perlite, wood fiber, glass fiber, lsocyanurete, urethane, perlite /isocyanurate composite, perlitei a)•ethane composite, wood fiber /Isocyanurate composite. phenolic. am• thickness. Sate Sheet: Two or more layers of Type GI. G2 or G3. Membrane: One or mnre layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Pl (granule), "Rubcrold Mop" (smooth nr granule) or "R',rbe nid Mop Plus" (granule). Cep Sheet "GAFGLAS Kneel Surfaced Cap Sheet", hot mopped, 1. Deck: C -U/32 Class C le C-15 (Optional►: O Incline: )/2 One or more layers perlite, wood fiber, glass fiber. isocyanurate, urethane. perlite /isocyerturate composite, perlite/ urethane composite, wood fiber /isoryanuratc: composite., phenolic, any thickness, Ply Sheet Three or more loyal of Tvpe Cl "GAFGLAS fly 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Rooting Bitumen" 2(1 ms/sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR 1. leek C -15/32 Clava A insulation (Optional): One or more Incline: yrs perlite, wood fiber, lass Abet urethaine com wo fiber /i oeyamiia a camp site phenol ic,fi ny posite thickness. Ply S h e et Three or more lases of i'ype G1 " CAFGLAS Ply 4" or "GAF Ply 6 ". hot mopped with con( tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS I. Deck: NC Clans A In :ne :2 Insulation (Optional y pite, ward Ober or glen : One nr more lay • fiber, 2 in. max. 1, Ply Sheet Three or more lavers of Type GI "GAFGLAS Ply 4" or . "CAFGLAS Ply 6 ", Surfacing: Grundy industries "al MB Aluminum Roof Coating" at t . 1 -1/2 gal /sq. 2. Deck NC 'emulation A Incline:1 fiber, ion en l): On r e ',r e l ore l4yere pieta, wood Ober, glass /isr an uy , Qco m c composite, . icep partite/ / urethane composite, wood fibe thic ' ry' posits, phenolic, any Ply Sheets Three or more layers of Type C1 "GAFGLAS ply 4" or "GAFGLAS Ply 6". Surfacing: "Weather Coot I•.ntuIsion" et 3 gal /sq. • 3. Deck: NC Incline: 1/2 • insulation: One or two layers "Isotherm R ", 4 in" hot mopped. Ply Sheet Any L4. Classified gravel outfaced Class�A asphalt glass fiber mat system. 4. Deck NC incline: 2 Insulation ood Aber end glass 6ber thhicknese mechanically fastened. Base S One ply Tape GI or G2, mechanically fastened or hot Tit Sheet One or more pli Type Gl end or CZ adhered w ith hot roofing Daumdel: - GAF Premium Flbeted Aluminum Roof Coating ", 1.1/2 NC g 69 a "GAF Weather Coat Emulsion ", 3 gal /se. 4lafion 1 • beeline: 1 , • metha Optlorral): Aerlitt, glaste"Obez p socyanurate, wood Tibet, lY fastened, any thie Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 1 /2/2004 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor JOHN BUSTA Local Phone: 305 - 219 -9699 Parcel # 1132060141410 Signed: (INSPECTOR) Building Permit Permit Number: BP2003 -1998 ST Contractor's Address: 300 NE 91 ST Permit Status: APPROVED Permit Expiration: 6/28/2004 Construction Value: $9,600.00 Work: RE- ROOFING OF FLAT DECK AT THE CHAPEL Page 1 of 1 Jars ° 2 PAID Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: Description Amount FEE2004 -20 CCF $6.00 0.13 FEE2004 -21 Training and Education Fee $2.00 Total Fees: $2 8 F EE2004 -22 Building Fee $275.00 Total Receipts: .00 Cam. FEE2004 -23 Technology Fee $6.88 cgs- 68 FEE2004 -24 Scanning Fee $3.00 Total Fees: $292.88 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: llo3 314. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO/F3 "C? /7 - %•V O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 6 t J2. /(L" % 6 6,53 �'2.. /l/ /Aw?i „57/ A1i0 ,i2, t // � // 7x/ /t fig 87(1. /00 /�, 2. Description of improvement: E - 3. Owner(s) name and address: /ylMlli/ cSC/f/rP S" PR„ 7 ,p/ /),J Cg / M ,96S : /1/// ;)t. 33/ 7 Interest in property: Name and address of fee simple titleholder: //,. 4. Contractor's name and address: Tbie (/ ..l �t A/, , " . 3o .0t 37:% i/ , 3 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: /v//� Amount of bond $ /VA 6. Lender's name and address: / ✓�/-� 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address:1 :3. In addition to himself, Owners 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: 4f/4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name/It4 J ... 1V Sworn to and subscribed before me this .Z day of T/9/V Notary Public Imo. ; 4 _ ^; Print Notary's Name 34 My commission expires 123.01 -52 PAGE 4 8/02 Eydros 16, 2000 Commirsien / 00 100733 Bonded By National Notary Assn. l STATE / HE or •VI TNES IARVEY By LORIDA, COUNTY OF DADE TIFY that this is a trI opy of the olli • on ,AC20 cial Se I. and County Courts D.C. 111111111111111111111111111111111111111111111 C N 2004- R0001 529 OR Bk 21947 Ps 1279; (fps) RECORDED 01/02/2004 12:56:04 HARVEY RLIV'IN► CLERK. OF COURT MIAMI -DADE COUNTY? FLORIDA LAST F'AGE Prepared by G/,f/ /9-eS772 , 20 05( Address: : 3C:0 AF 9/ ST: #4/ 4111/; AZ 33/33 Application is hereby made for the approval of the detailed statenient 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 kepi at building during progress of the work. Owner's Name and Address...)/A- Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: :Lot. Block Subdivision Street and Number where work is to be done Ai 9 State work to be done and purpose of building (by floors) New Building To be constructed of Estimated Thtal cost of Zone oubage required. Distance to next nearest building Maximum live load to be borne by each floor 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 ilia 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 wok 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__ .... STATE OF FLORIDA, COUNTY OF DADE. and for no other purpose. Remodeling Addition Repairs. V.-- No. of Stories / Kind of foundation .ROlof Covering__ 9 .. .. #1. improvements $__ s .3 ° 6 0 Amount of Permit $ . 410 cif-R/2647 74 Cmd'Oe41: 0 0 _Plan Cubage Size of Building Lot APPLICATION FOR BUILDING PERMIT SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally pp- peared .......................... _ . and who, being by me first duly sworn, upon oath deposes and says that he is the. of tle- abov. describ- truction, that he has carefully read the foregoing application, therein by him st ue Permit No -- Disapproved ( Signed) ____ _ Date_ _ 26, P Read, Sworn to and Subscribed before me. Date_ nspector Chairman Member Member Council Approved A DatetL2. , 19 ‘ No .A.-) Street /067 9 6 /az' , (Signed). • to me well known, and that he did sign the same, and that all' facts Notary Public, State of Florida My Com:nission Expires_ PLANNING BOARD DATE Member Member Member 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 $1..00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. �UILDING ❑ ELECTRICAL a PERMIT N? PLUMBING ❑ ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description. Address of Building ❑ Work to be performed under this Permit 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 henefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is gra :ated is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Signed 14180 Subdi- vision Value of Project $ BY DATE— ! : J 195 Contractor's License No Amt. of Permit AUTHORITY BY INSPECTOR 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 responsibility for all work done by either, myself, my agent, servant or employee. WILDING 'ELECTRICAL PLUMBING ROOFING Owner of Building es Archi.tect Contractor or Builder s s •... Legal Lot II Bl. Description. Address of Building 'CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA ❑ PERMIT N? 14179 Work to be performed under this Permit Subdi- vision Value of Project $ .r . Signed• �*r.�.»My"" _�..a INSPECTOR DATE / —` / , 195 Contractor's License No. Amt. of Permit 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 changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. BY 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 arid in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acne ti t ' "ermit I assume responsibility for all work done by either, myself, my agent, servant or employee. � Al . r. '°*- " o , : t' : _-..+ BY AUTHORITY Date 1 - qQ Job Address CO2 NL 46sr Legal Description r rape, Owner / Lessee / Tenant Owner's Address 6. 0 .2 NE cicsr Contracting Co. Qualifier p tLe r 1 r y S Phone O (3s�, Q9 (-( State If 7 Municipal # Competency # e0 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one). BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION ° �,. � V Square Ft. Estimated Cost(value) �� %0 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 be done in compliance with all applicable laws regulating constructio authorize the above -named contractor to do the work stat r. %'h&4, PrelcieeWtTARY SEAL O �i LINDA S SAWYER * 1 ro ! * COMMISSION NUMBER co 'Ui' Q AA447794 Tr, e oFstkP o cl:. MY JUNE *19199% EXP. 4 e4Art-6 , - Le_ atur- of owner a Date: IF i L Notary as to T er and/ My Commission Expires: ** * * * PERMIT APPLICATION FOR MIAMI SHORES VILLAGE f0 l Ct eA:.- Cc...J.Co. or Condo President FEES: PERMIT / '. RADON C.C.F. APPROVED: Zoning Mechanical b Tax Folio / / sad /' /Vo 1' )1Ag k& Master Permit # ,0 Phone Address 2 1 2 i N w ( 9 l r &t y t o Signatur Date:M: and that all work will 9a Mary Pudic, State of Florida :My Commission Ex 4• - Builder or stamp name of Notar 0 ro 11 ff U uccd: Publi r/_ A1A5 ; 'tary las to Co e ' own C 3 .S Etutn My Commission Expires: •i.ln:. Furthermore, I JfSEPHfNE CHURCH 1)11) take an oath, or DID NOT take an (nth * * * NOTARY 571W Fire 1 Building Electrical TOTAL DUE ) ck' Other / 0 Engineering ** PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date0t/ 7 / Job Address /002 NE 96 ,s7 7" Tax Folio Legal Description Historically Designated: Yes L/ No Owner/Lessee / Tenant '4 i V 3 PggiceYrEed;QA/C�l,(ieCY Master Permit # Owner's Address 6e72- /f 9( 6� PhoneSO5 Contracting Co.T0 / � s ,� pp Of-iit/G C . Address 300 XXL 9/ 7 Qualifie ct c /A// r j SS# Phone35 State # ((('O5Q(24Z Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANK;AIROOFIN PAVING FENCE SIGN WORK DESCRIPTION RH' Ie00A FFLAT DECD (9N /GO,E717 � ,S'7" coRAE,9 Square Ft. 1(700 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to Signa a of .caner and/or Condo President Date 5 31 AIR !L 4#i 3 Signature of Contractor or Owner- Builder Dat A. 1 12 n • 6 3 Notary as to Owner and/or Condo President My Commission E ires: OFFICIAL NOTARY SEAL SANDRA A BTJSTA NOTARY PUBLIC STATE A;^E OF FLORIDA COMMISSION NO. CC775 257 MY COMMISSION E;; FEES: PERMIT APPROVED: Zoning Mechanical � Plumbing D gO C.C.F. 1 ' NOTARY e work stated. Building ((O I Electrical BOND Estimated Cost (value) X00. 00 Notary as to ontractor or Owner- Builder My Commission Expires: OFFICIAL NOTARY SEAL SANDnA A DU3T':\ NOTARY PUBLIC: TJ :i ? OF : COMMISION NO. `a:r:;:>: ?_i% MY COMIvITs5!ON an. :li 1JI' : '•.2 02 ...1 TOTAL DUES? dg Os , Date Structural Engineer PERMIT NO. • ADDRESS: . MIAMI SHORES BUILDING / ZON VILLAGE NG DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sublet to coraptiance with alt Federal, State. Coczity. Village totes sod regutaticns. Ydtags usumcs no responstbiltty for accorecy ottor results ttoa these plans. 2. Thts copy of pleas twat be avalltbte on building the or no InspectEon vdit be conducted. CRITIQUE SHEET JOB ADDRESS & � N T/ I 19 5 APPLICANT PHONE # APPUCATION SHEET OF • MISCELLANEOUS DATE COMMENTS INITIALS Rid a Ventil tion? C MEAN HEIGHT / (Pmaxl: ( Pmax2: (Pmax3: Deck type: I X a, ( Aerodynamic Itiplier X X. (: er•.yna c Mu l .Tier): 12" ROOF SLOP[ D E T A I L 3 (Aerodynamic ultiplier) Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION Und erlayment: • Insulation: Fastener type & spacing: Cap Sheet: Roof Co ering: TILE CALCULATIONS = M = M = M PCA: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation . c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals PCA: PCA: Contractor's Name //A/ &579 ea21,- 4 27V/L Job Address: 60Z A/" 96 6Z j ROOF CATEGORY le (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof b Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft //CO Sloped Roof Area (ft Total (ft') /000 Master Permit No. Exposure category (per ASCE 7 -88): G Building Classification category (per ASCE 7 -88 table 1): Ft. Ft. A 123.01 -78 499 Wet i-oin Mope , 'C`/ eNc`/ r 49F6(-45 X75' Deck type: C_OA11,QF7 Fastener Type: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Field: d — Perimeter: / Corner:/V4 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) L ..5 0 !�' • ('O,cC�ft7F P4✓01,2 ATTACHMENT SPACING Page -1 r ROOF PLAN Contractor's Name: 17.E nt -zp .& II (Low Slope Application) v FL v A Deck type: Ct9Av '.it; ?r Fastener Type: ATTACH -ME NT SPACING Field: /A Perimeter: Corner DETAIL I & 2 Appendix "E" UNIFORM ROOFING PERMIT_ APPLICATION PROCESS No. J i,,v&.ST I_L27/7* Job Address: 602 A/f= 96 67 ROOF CATEGORY Q (Nail - On.Tile) ❑.(Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles &.Shakes) ❑. (Other) ROOF TYPE ❑ New Roof a: Re roofing. ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 4000 SIoped Roof Area (ft') — E7 Total (ft ( 000 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS - (Draw details as needed) Page -1 \9i ROOF PLAN • Rid a Venti Uon? Deck type: MEAN HEIGHT Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Underrayment: as Insulation: /vM ift) N/4 12 ROOF SLOP[ D E T A I L 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheet: Roof Co ✓erint!: Page -2 Drip edge: TILE CALCULATIONS- (Pmaxl: x A. (Aerodyynamic Uttiplier j M = M PCA: (Pmax2: x X { , , c Mu lief): M = M PCA: (Pmax3: X (Aerodynamic u►tiplier)' M. = MM PCA: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation . c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application - 4) Other Component Approvals APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as - part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. _ — 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the o on of maintaining this appearance. 5104 APPENDIX "F" 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -tying 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 un!tti/ill the original roofing system is removed. Ponding conditions should be corrected. a Y1�6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. �7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shalt not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. er's/Agent's Signature Signature Contractor's Signature APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F", it is the responsibility of th.e roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the • content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owners initial in the adjacent box indicates that. the item has been explained: 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roofing system meets wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not:a consideration with respect to workmanship provisions. Aesthetic issues such as or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the-owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing .roof system) 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 ownershould notify of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations ofthe underside of the decking may not be acceptable. The SFBC provides the a. on of maintaining this appearance. 5. Ponding Water : - The current roof system= and/or deck of the building may not drain well and may cause water to pond (accumulate) in low - tying areas ofthe roof. Ponding.caa 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 -tray not be evident until the original roofin system. is removed. Ponding conditions .should be- corrected. "5. 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 ty pers in accordance wit Chapter 2 SFBC SFB 1 1 36f-1. ____ 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 shalt not be reduced. It may be beneticialto consider additionai_venting which can result inextending the service life of the roof. sfAgent'sS ignature= Signature 5104 APPENDIX "F" CV31 Contractor's Signature w(iaMr JIM Code. The expense of such testing will be incurred by the manufacturer. 1• Acceptance No.:00- 0331.10 BUILDING CODE COMPI.IANCF. OFFICE METRO -DADE FLAGLER BUILDING 140_wEST FLAGLER STREET. SUITE I60? MiAMi. FLORIDA 33130-15(0 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305r375-2901. FAX (305) 375.2905 G.A.R. Materials Corporation 1 Alps Road Wayne NJ 07470 Your application for Product Approval of: GAF Ruberoid 1Y/ud fc'd Bitumen Ruuf Systernsfor Concrete Deck. under Chapter 8 - the Code of Miarni- Dade'County- governing the use of Alternate Materials and Types of Construction, and completely has: been recommended foracceptanee by the Miami -Dade County Building Code - Compliance Oftiee (BCCO) under the coy iitions specified herein. This approval shall not be valid alter the. expiration. date stated belo.w...BC.CO reserves the right to secure thi, product or material at anytinie.from a jobsite or manufacturer's plant for quality control testing,. if this.product or material fails -to perform in the approved manner, BCCO. may tevoke..niodify, or suspend the use of such product material immediately. BCCO reserves the right to revoke this approval. l i l t is determined BCCO that this product or material fails to meet the requirements of the South Florida Building. Raul Rodriguez Chief Product Control Division THIS - IS.THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING :.CODE .& PRODUCT REVIEW COMMITTEE Expires: 11 /06/2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product. Review Committee to be used. in Dade County, Florida under the conditions set forth above. Approved :07/06/2000 . 10E55 - MIA:MI.DADECOUNTY. FLORIDA METRO - -DADE - FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305} 373.2527 FAX (305) 375.2553 CONTRACTOR-ENFORCEMENT SECTION (305)375.2966 FAX (305) 375 -2905 CRODCCT CONTROL DIVISION (305)373 902 FAX (305) 372-6339 rancisco . Quintana. R.A. Director Miami -Dade County Buiiding-Code Compliance Office GAF MATERIALS CORPORATION Acceptance No.: 00- 0331.10 Cate t 'Sub- Categorv: Deck Tyne: Maximum Desisn Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED I3 APPLICANT: Product GAF As.ptiakt. Concrete Primer GAF )vtineraFShieldV. 60 lb: bags Granules • GAF .WeatherCoate • Emulsion . GAF Premium Fibered Aluminum Roof Coating • GAF letblak All - - Weather Plastic Cement GAF Aluminum 5 gallons ., Emulsion GAF Aluminum -Roof 5 gallons • Paint GAF Built, Up. 100 lb. cartons, Roofing Asphalt bulk- GA FG LASS #75 • GAFGL_ A S #80. UltimaT"' Base Sheet Roofing SBS /APP; Modified Bitumen Dimensions 5 Si gallons 5 gallons 1 5 gallons Concrete • - -457.5 psf See General #'f 1, 5 gallons 2 Sq. Roll 70 Ibs.roll ROOFING SYSTEM APPROVAL Tes t Specification • Approval Date: July 6. 2001) 'Expiration Date:' November 06, 2003 Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 ASTM Granules -for surfacing, of exposed asphalt. cold cemenror emulsion. GAF Mineral Shizld'® Granules shall be used . for Clashing applications only. 1227 Surfacecoating for smooth Surfaced roofs. ASTM D.2824 Fibered - alum - intnn coating. ASTM - D.3019- Refined asphalt blended with a mineral ASTM D 3409 • stabilizer and fibers.` Permits adhesion to wet and drv.surfaces. ASTM D2824, Type! ASTM D312, Tpyes 1,11, 111 and I V Mineral colloidial bituminous emulsion -with reflective aluminum flakes Non- fibered.-aluntimmtpigmented, asphalt roof coating Interpty mopping and surfacing asphalt 3. sq._roll . ASTM 4601 .. Asphalt .. impregnated and coated glass mat 75 lb. roll base sheet. ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet 2of55 aga, RR Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance `u.: 00- 1)331.11) Product GAFGLAS Ply 641) GAFGLAS FtexPty GAFGLAS Ply 4® GAFGLAS® Mineral: Surfaced Cap Sheet. GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Nai table 'GAFTEMP isotherm RA GAFTEMP Isotherm RN GAFTEMP Recover Board GAFTEMP Composite RA GAFTEMP Tapered Composite RA GAFTEMP Composite:.RN Dimensions 5 sq. roil 45 lb. roll 5 sq. roll - 45.. lb. . roll 5 sq. roll. 45 Ib. roll 60 lb. roll various 1 square roll 69 lb. roll various various 1/2" thick Various. Various Various Test Specification ASTM D '21.78:. ASTM.D 2128- ASTM: D 21.78 ASTM D. 3909 ASTM 1)3672 ASTM D ASTM D3672. ASTM D 4397 PA 110 PA 110 PA 11 -0 PA 110 PA 110 PA- liG 3 of 55 Product Description Type VI asphalt impregnated glass felt with asphalt coating._ Type VI asphalt - impregnated glass Mt with asphalt coating. Type IV asphalt impregnated glass left with asphalt coating. Asphalt coated. glass fiber mat cap sheet surfaced with mineral granules. • f. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral.granules embedded in asphaltic coatin with factory perforations. 'Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with.asphatLSurfaced:on the bottca side with mineral granutesembedded in asphaltic coating. .- Polyisocyanurate foam insulation Polyisocyanurate foam insulation •Perlite recover board . Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Poiyisocyanurate/wood fiberboard composite Frank Zutoap,RRC GAF iMIATERI,+.L.S CORPORATION Product GAFTEMP Tapered. Composite RN • GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTrM GAFTEMP GAFEDGET" Tapered Edge Strip GA FTEMP PERMALITE© Tapered Roof • 1 nsulation GAFTE.MP Recover_ Board GA FTEMP® Isotherm R GAFTEMP® Composite_ GAFTEMP® Composite A GAFTEMP Composite N GAFTEMP® Fiberboard_ Test Dimensions Specification Various Various Various- Various Various. Various Various 112".tliick, . Various sizes various= • various various various various- PA 110 PA 1 - 10 Tapered-isocyanurate foam PA = 110 Tapered- isocyanurate foam PA t t0 Tapered isocyanurate foam PA 1 10. Cut perlite board • t. PA 110 Tapered perlite board PA 110 Tapered perlite board PA,t IU Perlite board Acceptance No.: 00- 0331.10 Product Description Tapered :Pntyisocyanurate /wood fiberboard composite • PA 1.10 Polyisocy'anurate foam insulation. PA 110 Polvisocyanurate foam insulation with high density fiberboard -or Permalite perlite insulation. PA:110 Polyisocyanuratefaam insulation with high density-tiberboard or Pcrmalitc perlite insulation: PA 1 - 0 Potyisocyanurate foam insulation with high density-fiberboard or Permalitc perlite insulation. PA 1.10 Fiberboard insulation. 4of55 Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATIO" GAFTEMP® PERMALITE GAFTEMP® High Density Fiberboard GAFTITE® Base Sheet- Fastener and Plate Product Dimensions en S�S NTB Fasteners RUBEROID ) ULTRACLAD®SBS RUErERO Modified Base Sheet various various 500 fasteners per box 3 " 3 ,," and � �= Polypropylene Plates: sq: roll RUBEROID MOP 1- s. Smooth - 88 lb l sq. roll 101 lb. RU:BERO1DModifled. . 3 sq: roll Base Sheet RUBEROID MOD 60 lb. kegs Asphalt • RUBEROID MOD 60 lb. kegs Asphalt L RUBEROID MOD. 60 lb. kegs Asphalt P 3 sq. roll 67lbs Rubcroid ®'0- . 1.5 sq. roll Test S mcific:ttion PA 110 Periite insulation board. PA 110 i~ligh density wood fiberboard insulation.. B ase sheet.fastenine. assembly. PA 114 PA-114 Fastener fdr use in gypsum, tectum and lightweight insulating concrete decks. PA 114- Round. polypropylene stress plates. N polyester mat coated with polymer: modified asphalt. Does not have a factory applied surfacing. Woven. fiberglass mat coated with polymer modifted.asphalt and:surfaced with alumiiutm..copper or-,stainless steel foil. Premium glass fiber reinforced SBS- modified base sheet. ASTM. D5 1.47 ASTM D5147 ASTM 4601 type 11, type G2 :BUR. ASTM D460:1. Type 11, Type G2 BUR • ASTM D S 14T id 55 Acceptance `U• 00-03.31.10 Product Descrit)tion SEBS modified asphalt SEBS modified asphalt SEBS modified asphalt Pferniuttl.glassfiber reinforced SBS- modified base sheet. SBS modified asphalt base sheet reinforce with a glass fiber mat. GAF MATER1ALS.CORI'ORATIO Product Ruberoid® Mop Gramtle Ruberoide Torch. Smooth Ruberoid® Torch Plus (.Granule) Ruberoid® Granule Ruberoid0 Torch ER Ruberoid® Mop Plus (Granule). Ruberoid® Mop, FR Ruberoid -20 Rt,beroid8 30 Ruberoid® - 30 ER Ruberoid Mop 170 . FR Test Dimensions Specification 1 sq. roll 103 lbs. 1 sq. roll S7 1hs. '/4 sq. roll 93 }b. roll I' sq: roil t02.Ib_ roll 3/4 sq: roll 90 lbs. -1 sq. roll .102 -lbs. I •sq. roll I as lbs. 1.5 sq. roll 95 lbs. 1 sq.,rol1 . 92 lbs. 1 sq. roll - 92 lbs. 1 sq. roll 103 lbs. ASTM' D 5147 ASTM. D.5147 ASTM D 5147 ASTivl. D- 5147 Heavy duty, polyester reiuforce&asphnit .. modified bitumen membrane. Heavy duty, polyester reinforced, asphalt nnad'ified bitumeilmembrane. Asphalt impregnated, coated felt, surfaced with mineral granules.: Non-woven polyester mat coated with lire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated \with polymer modified asphalt and surfaced with-mineral granules. Nonwoven pbtyesternt coated with fire - retardant, polymer modified asphalt .surfaced.with mineral granules. ASTM -D 5147 SBS.m.odifiedasphalt base sheet reinforce with a glass. Giber. mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. 'ASTM D 5147 No- .woven fnb mer modified asphalt and nre • retardant,. polymer surfaced-with mineral granules. ASTM D 5147 Non woVe11-Pol.yestcr mat coated with fire retardant polymer modified asphalt ..:surfacedwith.mineral granules. ASTM. D 5147 ASTM D 5147 ASTM1: D 51.47 6of55 Acceptance No.: 00 0331.10 Product 1)escri Non - woven polyester mat coated with polymer niodirt'd'asphalt and surfaced with mineral granules. GAF MIATERIALSCORPORATION Acceptance No.: 00- 0331.11) Product Vent Stacks_ (metal and plastic) Product Hy Thertn. AP Pyrox White Line ACFoatn Composite ACFoam 1 ACFoam- II Hy -Tec Hy -Tec 2. Test Dimensions- Specification TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Dimensions Specification various various. various various various . various various various Hy- Therm AP various Hy- Therm- White various Line Hy- Therm Pyrox. . various PA .100(A) ASTM D— 1929 ASTM: D 635 insulation PA 110 Polyisocyanurate foam insulation PA 110 Potyisocyanurate foam insulation hA 110. Polyisocyanurate foam insulation 7 ofsS Product Dcscri ntic�n One way valve vent used to relieve built - uppressure Avithin.the- roof.system. GAF •Vent Stacks are available in metal or plastic. Test Product _Description- l'tanu facto rer • PA. 110 Polyisocyanurate foam Apache Products Co. insulation PA 110 Polyisocyanurate.. foam Apache Products Co. insulation. PA 110 Polyisocyatutrate. foam. Apache Products Co. PA. 110 Polyisocyanurate foam Atlas Energy insulation- Products PA 110 Polyisocyanurate foam Atlas Energy insulation. Products PA 1.10 Potyisoc.yanurate foam Atlas Energy insulation Products PA 1 t0- Potyisocyanttrate foam insulation PA: 11 . Polyisocyanurate foam insulation Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. GAF MATERIALS CORPORATION Product. Energy LOk Thermax TRI -STAR Dekfast Fasteners_.. #14 Dekt'ast- Hex Plate- DekfasrLoc6 Plate Dekt'ast. Fasteners #l5 Dekfast Fasteners #t2 TPR ISO 95+ GW various • ISO 95+ GL. various ISO 95+ Composite ISO 95+ Asphalt High. Density -Wood. various Fiberboard-: . - Perlite Insulation various. Test Product Dimensions Specification Description - various PA 110 Polyisocyanttrate foam- insulation various 2 7/S" X. 3 l:/4" PA 110 Polyisocyanurate foam insulation PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalutne hex stress. plate. 3" x.3 114" PA 114 Polypropylene locking plate. PA 114 Insulation fasteners for concrete decks_ PA 114 Insulation fastener for steel and wwood.decks. PA 114' Aluminum fastener for iight.veight. gypsum and tectum decks PA 1 Pol-yisocyanurate foam insulation PA 1 Polyisocyanurate foam. insulation PA 110 Polyisocyanurate / partite ridged insulation PA 110 Polyisocyanurate foam insulation ASTM D 31-2 Type 111 -or 1Y hot asphalt bitumen adhesive PA 110 Wood -fiber insulatiolt:board PA 110 Perlite.insulation board 8of 55 Acceptance No.: 00-U331.10 Manufacturer Celotex Corp. Celotex Corp. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone Firestone Firestone t eneric generic generic an . ; R o;.:.r..,;rsrrnduct Examiner GAF i\tATERMLS-CORPORATION Product Dimensions Red Rosier various Roofing Nails Minimum # 12 . Tin Caps. Min: I .S 1 S„ • Type X Gypsum . . various Sturdi -Top various al MB aluminum . roof coating Grundy industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal. Plate . Standard Plastic Plate Karnak N. 169 Karnak. 97 Barrier Board: ` Pins . E'NRG'Y PSI-2S E'NRG'Y -I.• 3 square: 3" round various various • various Test Product Sp ccitic. tiou Deserintiorr Rosin_ paper for barrier layer on wood decks PA 1 I4- Corrosion resistant annular ring shank nails • Corrosion resistanrcircular discs. Fire. resistant rated. gypsum PA- 11.0 Wood fiberboard: PA 121 Aluminum roof coatiat PA 121 Asphalt emulsion PA 1 • tnsUfation fastener steel; wood. or concrete -decks PA .11:4 Insulation fastener PA 1 14 • 3" square ggalvalume AZ55 stress. plate PA 114 Pofyolefin plastic: plate ASTM D. 2824 Aluminum roof coating PA 121 Roafcoating PA 110 PA 1.10 Potyisocyanurate foam insulation PA 110 Po ty isocyanurate. foam insulation 9'of55 Polyisoeyatturatel foam- / wood fiber insulation Acceptance No.: 00 I\Ianufacturcr• generic generic generic generic Georgia - Pacific Grundy Industries Grundy Industries ITT Buildex ITW Buildex 1TW Buildex ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. RRC Roofing-Product Cement! Fr ant _ n,r GAF MATERIALS CORPORATION Prottitct EN RG'Y =2= Plus E'NRG'Y -1 Plus E'NRG'Y -2 Con - rite- (Fluted Nail) Olympic Standard 3" round.. Olympic G2 Plate Olympic Polypropylene Olympic Fastener Olympic C -R Base Sheet Fastener and Plate. Fiberglas Foamyalas Board' Multi -Max Thennaroof - Composite Test Dimensions Specification various various various 3 2 5" round • various: various various various Product Description: PA 1 -I.0. Polyisocyanuratc foam insulation PA t 10 Poly isocyanurate- roam insulation PA 1 t0. Polyisocyanurate foam insulation PA 11.4• Concrete deck insulation fastener PA 114 3" round galvelume AZ55 steel plate 3.5" round PA-114 3.5" round galvalume AZ55 steel plate. PA 114 Polypropylene plastic .plate PA Insulation fastener PA 114 Base: sheet fastener and plate. PA ri o PA 110 PA_ 110 Potyisocyanurate foam insulation PA 110 Potyisocyanurate.foam / pertite composite insulation 10 -of 55 Fiber glass roof insulation • Expanded glass insulation board. Acceptance Nu.: 00- 1)331.10 Manufacturer NRG Barriers. Inc. NRG Barriers. Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group. Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group. Inc. Olympic Manufacturing Group. Inc. Olympic tManufacturinu. Group, Inc. Owens - Corning Fiberglas Corp. - Pittsburgh Corning Rmax, Inc. Rmax, Inc. Lula ga,. RRC Rooting Product Control. Examiner GAF MATERIALS CORPORATION Acceptance No.: U0- 0331.I Test Product Product Dimensions Specification Description 1\lanufacturer Fes -Core various PA 110 Polyisocyanurate foam / Johns Manville fescoboard insulation Fesco Foam various PA 1 10 Polyisocyanurate foam / Johns Manville fescoboard insulation UltraGard Gold various PA 1 10 Polyisocyanurate foam Johns Manville insulation HD Insul -Fixx PA 1 14 Insulation fastener for use SFS /Stadler Fastener in steel and concrete decks Insul -Fixx Fastener 1 11 S1 11- FI NN S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 Rawl 3" Plate 3" round PA 114 3" round galvalume AZ55 steel plate Rawl Spike PA 114 Rawlite PA 114 Insulation fastener for cementitious and gypsum decks Rawlite 3" Plate 3" round PA 114 PA 1 14 Insulation fastener for steel SFS /Stadler and wood decks • 3" square PA 1 14 3" square galvalume AZ55 SFS /Stadler stress plate 3" round PA 114 3" round plastic stress plate SFS /Etadler PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrete deck PA 114 Insulation fastener for steel and wood decks PA 114 Insulation fastener for use in steel, wood or concrete I I of 55 Insulation fastener and steel and plastic stress plate for concrete deck 3" round galvalume AZ55 steel plate for use with Rawlite fasteners The Rawlplug Company Inc. The Rawlplug Company. Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Frank Zuloaga. RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No.: 00- 0331.10 Systems: Membrane Type: APP Deck Type 31 : Concrete - Decks. Insulated. New Connstnrction Deck Description: 2300:psi structural- concrete or concrete plank System Type B: • Optional; base sheet adhered - with approved asphalt; base insulation layer mechanically fastened; optiouaLtop layer adhered' approved asphatt: All Gcnrr:rl:.Limitations shall apply. insulation Fastener Fastening Base Laver Tyne Detail No. (see RAS 117) Approved Type(s): E'NRG'Y.2, GA- FTENIPtt, !so t lie rm RN Minimum: 1.4" x 3' x 4' Glasfast Striker S/P [2] Minimum :. 1.4 " - x 3' x 4' DekFast # -14S [21. Minimum: 1.4" x 3' x 4' DekFast #15 S [21 Minimum: 1.4" x 3' 4' Minimum: 1 - .4" -x 3' x•4' Minimum:. 1 - .4" x.3' x.4' -. Minimum: 1.4" x 3' x.4' Minimum. 1.4" x 3' x 4'.. Approved Type(s) iSORac. Minimum:. 1.5" x 4' x 4' NI 1.5" x.4' x 4` Minimum: 1.5" Minimum: 1.5" x 4' x 4' - Minim -um: 1.5' x 4' x 4' - Ntinintum: 1.5 4' x 4' x- 4' Minirttutn: 1 : ;5 x,4' x 4' Minimum: 1.3" x_3' x 4' Minimum: 1.3" x. 3' x -4` Minimum: 1.3" x -.3' r- Minimum: 1.3" x 3' x 4' Minimum: 1 : 3' x 3-x4- Minimum: 1.3 r 3 x 4' Minimum: 1.3 "x3'x Minimum: 1.3" x 3' x.4' Olympic St-P /ASAP [2) Con -Tite S/P [2] GAFT_lTE ® S /P /ASA P[2] Rawl-Drive S. [ OkyrnRic /G1Plate_ [2]: Glasfast Striker. S/P [31 DekFast_ #1 - 4 S : [3] DekFa -st #a 5.S [3]. Glympic- SIP /ASAP [3] Con -Tite S/P [3] GAFTITE® SIP /ASAP[3] Rawl. Drive .S. [3] Olympic /G2 Plate [3] ApprovedType{s):- CAFTEMP®"tsother-m R• • Minimum: 1..3" x x 4 • Glasfist Striker S/P [21.. Minirnum: 1 x 3' x 4' DekFast #14S /P • [2] DekFast #15 S/P [2] Olympic S/ASAP [2] Con -'Fite S [2] GAFTITE® S/ASAP [2]- Tru- Fast [2] Olympic /Q Pktte: [21 Fi13 insulfixx S/P . [2] GAFTITE® S /P /ASA 12of55 Fasteners. , Per Board 4-- 4. 4• 3 3 3 3 3 6_ 6 6 6. 6 6 6. 4 4 4 4 4.. 4 4 4 . Fastener Density . 1:3 ft: 1:3 ft' 1:3 ft' 1:4 It' 1:4 ft' 1:4 ft= 1:4 It' 1:4 IV 1:2.67 ft' 1:2.67 ft= 1:2.67 11: 1:2.67 It' 1:2.67 ft= 1:2.67 1V 1:2.67 ft' 1:2.67 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 ft' 1:3 IV 1:3 It' 1:3 It' 13 ft= 1:4 rt' Frank Zuloaga; RRC Roolin Product Control Examiner GAE.Mi.JLTERIALS CORPORATION Membrane Type SBS Deck Type 3: Concrete Decks, Non - insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type D(5J :. . Base sheet, spotadhered:With approved asphalt. AU. General Limitations shall. apply. Base Sheet: •GAFGLAS®STRATAVENT® Pertbrated, lose laid dry. (Optional) One two.orthree pries ofGAFGLAS® Ply 40 or GAFGLAS® Ply 6® -or GAFGLAS FtexPlyTM 6 ply sheets adhered in a: flit mopping asphalt applied_ within the EVT range and at_a rate of 20- 401bs. s. of approved • Membrane: One or more plies of RUBEROtD MOP Smooth: Ruberoid® Mop 170 I Ruberoid® Mop Granule, Ruberoidt Mop Plus Granule Rubero'id,lt 3C. or Ru beroid ® -30.FR or Ruberoid® Mop FR orRUBEROID UltraCtadT'r SBS pit adhered in a_ full mopping of approved asphalt applied within the EVT range and at a rate of 2 0=40.lbslsq.. - One or more plies of RUBER_O.rD MOP. Smooth, RUBEROID® Mop Granule. RUBEROID® Mop 170 FR, RUBERO1Der Mop Phus.Gianute,.RUBEROID® 30, RUBER01136 -FR of RUBEROI R?1ap.FR'or RUBEROIR:UItraCladT" SBS in RUBEROLD Modified: Bitumen_Adliesive°at an application rate of 1 -2 gal. /sq. (Optional, required over RUBEROI1 MOP Smooth) It}st:►tl one of the following: 1 • Gravel or slag applied at 400 tb./ sq and -300 respectivel. y in a flood coat of approvedaspha It.at_60. lb: /sq. 2. GAFGLAS- Mineral- Surfaced Cap Sheet adhered in a full mopping of approved asphalt :appried within the 'EVT range and at a rate of 20 -40 lbs. /sq.. -g0 psf Ply Sheet: Surfacing: Maximum Design Pressure: Maximum- Fire Classification Maritnum- Slope: Specification No.: Acceptance No.: 0 0- 0331.10 See General Limitation # 1. See. General Limitation #1. NN= 2- 21 /MG, NN= 2- 2I /MOFR ;. NN -2r 2:1:/MGPFR NN -2- 20/30, NN- 2- 20/30FR, NN= 1=1 -MG, NN- 1 -1-MGP NN= i- MC,P NN_i-- 2- 20/30, NN- 1- 2- 20 /MG, 'NN- t -2 20/MGP, Nit= t- 2- 20/MGPFR, NN -1 -2 20/3OFR; NN- 2 -I -MG, NN -2 - I- MGFR,.NN- 2- 1- MGF,.NN2-1- MGPFR, NN4- 1- MGR..NN- t ,: I - MGFR: NN. [- 30M *, NN- 1- 1- 30= FR,. NN- I. -1 -3+ M4...,-,‘"'"-- 1-/-MG, NM; k -t- #GM *. NN- 1, NN- 1- I -MGF - 45_ of 55 t-l. -MG SG, NN- FR, NN- FraakZuloaga, RRC Raoftng p> Control. Examiner GAF MATERIALS CORPORATION t- 1 -MG P, NN- -I I - MGPM *, NN= P- t= MGPG; NN -2- 1-30 NN- 2- I -30G, N14-2- I - 30M*; NN -2- l -30G; NN =2- IMSM *, NN-2-1 -MSG NN 2- I -MG, N14-2-1 MGM *: NN -2= k-MGC,. NN -2- I -MGFR, NN- 2 -1 -MG PFR NN -2- I -MG P. NN -2- I • MGPM *, NN 24- MGPG, NN 34- 30..NN= 3- 1- 30154. .NN -3 -f 30G. NN -3 -1- 30FR, NN -3- t MSM * ;:NN -34-MSG,, NN 3 -1 -MG, M*. NN-3- 1 - MGG, NN = 3= t:- MGPFR, NN-1; NN =3- t -MG PM *NN -3- 1- MGPG; NIA[= 2- 20/30,-NN2 20/30M*, NN- 2= 20/3OG, NN= 2- 20 /MSM *, NN -2- .. 20ZMSG. NN-- 2 =20 /MG NN -2 /MGM'; NN 2- ?O/NMGG, NN 2- 20 /MGFR, NN- 2 - 20 /MGPFR; ;NN= 2.20/MGP; NN-.1-20/MG PM-I, NN-0-2-20/M G PG. NN -I - 2- 20/30, NN- I.2- 20/30Mt'; NN -1 -2 ?0 /30G NN- 1- 2= 20/30FR NN- t- 2- 20 /MSMs, NN= t: - 2- 20/MSG NN - I - 3 - 20 /MG NN - t- 2- 20 /MGI,t * NN- t -2 -20 /MGG, NN- 1- 220/ MGFR. :NN. - 2 - 20 /MGPFR;- NN= t- 2 20 /MGP NN. 1. -2-20 /MG PM *, NN- 1- 2-2.0 /MGPG, NN -k- 2-MSM* NN- .1. -Z -MSG, NN-t: -,. MG, NN -1 2 -MGM *. t- 2= MGG, .F- 2= f1 � ( GFtt. NN- I "- 2= MGPM * :. NN = -2 -MGPG. -NN. C- 2 -MSM': NN- t 2 -MSG, NN- 1 =3 -MG NN -1 -2 =MGM *, NN- 1 -2 -MGG, NN-- 1 2 =MGFR, NN - t - 2- MGPFR t- ? MGP, NN- I-2- MGPM- •r.NN -1 -2- MGPG. 46 of SS • Acceptance No.: 00- 0331.10 is Zu lana 1 RRC Roofing Product Control Examiner GAF NIA_TERIALS CORPORATION CONCRETE DECK SYSTEM LIM ITATIONS. I. The following assembly is approved to a maximum design pressure of -270 psi: No substitutions-shall be made: a. Deck Type:- Concrete, primed b. Insulations: (Optional)- Min. f:75 ACFoam Composite, GAFTEMP® Composite. GAFTEMP Composite A, GAFTEMP Composite. laid polyisoc with the Composite-- N or L''NRG'Y - ? _mopping yanurate side :down and bonded in a Lull of an approved. asphalt applied - within the -EVT range and at a rate of 20=40 c. Base Instal[ one ply of GAFGLAS4;, -#75 GAFGLAS #80 Ultima T GAFGLAS® PLY 40, .GAFGLAS®-PLY-6®,- RU BEROID Modified Base Sheet or RU BEROID®20 - directly to -the insulated substrate. Adhere with any approved mopping asphalt applied within.tJ e • EVT range.and at a rate of 20- • Ply Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 4® or GAFGLA PLY 6® ply sheet adhered in a full mopping S® within the EVT range and at.a -rate Q f 20-4 lbs sq.. approved asphalt applied e. Membrane: One or more plies -of RUBEROID ®Torch Smooth, RUBEROID. Torch Granule, RUBEROID-Torch Plus Granule or RUBEROID Torch FR, RUB EROIB - MOP(Smooth and GranualLRUBEROID MOP RUBE - RCID :MIOP PLUS and RUBEROID-MOP FFR RUB RO DFR, ULTRACLADTM RUBEROID 30 and RRUBEROt:D30 FR applied according to. manufacturer's-application- instructions. f Surfacing: (Optional) Instatl one-of the following l Asphalt flood coat at rate of 60 a lbs. /s q t 2 wi th..an.application-rate of 400 lbs. /s . & 300'lbs. /s ,,.r 0 %, plus gravel or slag 2. GAF Premium-Fibered-Aluminum Roof Coating ,. q e . or �VeatherCoat ®-Emulsion t..t.S gal./sq. or GAF 3; at gal-/sq. (for Slnooth applications only). One ply ofGAFGLAS ®- Mineral.SurfacedCap Siieetadhered in full mopping of approvedasphalt-app ied::cvithin the EVT range -and at a rate of 20 -40 lbs. /sq. 47 of 55 Acceptance Nu.: 00-0331.10 2.- The following assembly is approved to a maxiinutn design pressure. of - I40 s[ substitutions shalt made: i p No a. Deck Type: Concrete, primed b. Insulations: Min. !:' GAFTEMIP® High Density Fiberboard or board or min. I" other Approved high density wood- fiber � PP o h a density y in bee GAFTEMP® PERMALITE® adhered in mopping of-approved applied.within the EVT range and at a rate of 20=40 ibs./sq... - c. Base Sheet: Install one ply of. GAF GLAS ® #.75;_GAFGLAS #80 Ultima TA1 GAFGLAS® .PLY 4 ®.OAEGLAS ®.PLY® GAFGLAS FIexPIyTi 6, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere: with- any approved mopping asphaltappli at a - rate of20= lbs. /sq.. Frank .Zutoaga. -RAC Roaring PtoduaGantroj.Examiner GAF ■1ATERIA.LS- CORPORATION- Acceptance No.: 00- 0331.10 d. Ply Sheet: (Optional). One, two- or three- plies. of GAFGLAS ®. PLY 4®.. GAFGLAS FiexPly 6 or GAFGLA -S® PLY 6& ply sheet adhered. in- a Mt- mopping of approved asphalt within the.EVT range at a rate of 20 -40 lbs. /sq.. e. -Membrane: One or more plies ofRUBEROtD®Torch Smooth. RUBEROID Torch Granule. Torch Plus Granule or RUBEROID Torch FR. . RUBEROID MOP (Smooth andGranual), RUBEROID MOP 170FR, RUBEROID ULTRACLADTM , RUBEROID 3G, RUBEROID 30 FR, RUBEROLD -MOP PLUS and-RUBEROID. MOP FRapplied according to manufacturer's - application instructions: f. Surfacing: (Optional } - Install one of the-foltotvinz- 1. Asphalt flood-coat an application.rate of 60 lbs. /sq. t' 20%:. plus gravel or slag with an application rate 01400 lbs. /sq. & 300 lbs. /sq., respectively. 2. GAF Premium Fibered- Aluminum Roof Coating, at F:5 gal. /sq. or GAF WeatherCoat® Emulsion at 3- gal-: /sq: (for Torch . Smooth applications only). .3. Oneplyaf :GAFGLAS ® :MineralSurfac.cd Cap- Sheet adhered in- a full mopping of approved asphalt apptiedwithin the EVT range and at a rate of 20 =40 lbs. /sq. 3. The following assembly is approved to a maximum design pressure of -322.5 psf. No substitutions shall be made: a. Deck Type: Concrete; primed - b. Insulations: Bine Layer.• 2'iGAFTEMP® tsotherm..R,.or Isotherm RN. Top Layer: Min.. V27 GAFT -EMP® PERMALITE® adhered in a full mopping of approved:asphal.t applied within-the EVT range and at a rate of 20 -40 Ibs./sq. c. Base Sheet: install - one ply ofGAFGLAS®475,- GAFGLAS#80 Uttima T " GAFGLAS® PLY 4 ®; GAFGLAS ®PLY 6 ®, GAFGLAS FIexPIyT " RUBEROID • Modified Base-Sheet or RUBEROID® 20 directly to.the primed deck. Adhere with any approved:_mopping asphalt applied the EVT range and at a -rate of 20 -40 lbs. /sq.. d. Ply Sheet: (Optional) One two- or three -plies of GAFGLAS PLY 40, GAFGLAS FIexP1y orGAFGLAS ®..PLY in a full mopping of approved: asphalt-apptied'within.the EVT range-and at a rate of 20 -40 lbs. /sq.. e. Membrane: One ormore plies ofRUBEROID® Torch Smooth, RUBEROID Torch Granule, RUBEROIDTorch Pius Granule or RUBEROID Torch FR. RUBEROID MOP.(Smooth.andG.ranual). RUBEROID MOP 170FR, RUBEROID-ULTRACLADTM RUB €ROID.JQand R 30FR. RUBEROFD MOPPLUS- and=RUBEROID-MOP FR applied according to manufactures apptication' instructions: f: Surfacing (Optional)' 'Install the following !. Asphalt flood coatat an application rate of 60 ibs.sq. f 20 %; plus gravel or slag with. an application_ rate.of.40.0- lbsisq..& 300 IbsJsq., respectively. 2.- GAF Premium FiberedAluminum- Roof:Coating,. -at 1..5 gaIJsq. or GAF WeatherCoat ®Emuisiomat 3 gattsq. (for Torch Smooth - applications only). 3. One ply ofGAFGLAS®- Mineral Surfaced Cap Slieetadltered-:itra,_ful moppin of approved asphalt applied within the EVT range and -4 sJsq. 4 &o& 55 Frank Zuloaga, Roofing PrdUct Control Examiner GAF NIATERIALS CORPORATION 4. The following assembly is approved to a maximum design pressure of -270 psf. No substitutions shall be made: a. Deck Type: Concrete, primed b. Insulations: Base Layer: Min. 1.5" GAFTEMP® Composite NP Top Layer. Min, 1.5 GAFTEMP® Composite adhered in a full mopping of approved asphalt applied within the EVT range and at a r, c. Base Sheet: Install one ply of GAFGLAS® #75. GAFGLAS #80 Ultima te ltima of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly "' 6, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the primed deck. Adhere with any approved mopping, asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. d. Ply Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 40, GAFGLAS FlexPlyT" 6 or GAFGLAS® PLY 60 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibs /sq.. e. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID Torch Granule, RUBEROID Torch Plus Granule or RUBEROID Torch FR, RUBEROID MOP (Smooth and Granual), RUBEROID MOP 170FR, RUBEROID ULTRACLADT ", RUBEROID 30 and RUBEROID 30FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according.: to manufacturer's application instructions. f. Surfacing: (Optional) Install one of the following Asphalt flood coat at an application rate of 60 Ibs. /s q ± with an application rate of 400 lbs. /sq. & 300 Ibs. /s 20%; plus gravel or slag 2 GAF Premium at I ium Fibered Aluminum Roof Coating, q1' epectively. �VeatlierCoat© .5 5 g gal. /sq. or GAF 3 Emulsion at 3 gal. /sq. (for Torch Smooth applications only). One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. . The following assembly is approved to a maximum design pressure of - 137 psf. No substitutions shall be made: a. Deck Type: Concrete, pruned b, Insulations: Min. 3 /." GAFTEMP® Permalite adhered to the primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20 - 40 lbs. /sq.. c. Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima TM GAFGLAS® PLY 40, GAFGLAS® PLY 60, GAFGLAS FIexPIyTM 6, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and of 20-40 Ibs.sq.. d. Ply Sheet: ne, two or three plies of GAFGLAS® PLY 480 or GAFGLASg . GAFGLAS FIexPIyTM .6 ply sheet adhered in a full mopping of 'approved asphalt applied within the EVT range and at a rate of 20 -40 bs. /sq.. 49 of 55 Acceptance `'u.: 00-0331. I 11 Frank Zuloaga, RRC Roofing Product Control Examiner • GAF 1ATERIALS CORPORATION Acceptance No.: 00- 0331.10 e. Membrane: One or more plies of RUBEROID MOP (Smooth and Granual), RUBEROID MOP 170FR, RUBEROID ULTRACLADTM ,RUBEROID 30 and RUBEROID 30FR. RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. f. Surfacing: (Optional) Install one of the following 1. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbs.sq., respectively. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal./sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 6. The following assembly is approved to a maximum design pressure of - 126 psf. No substitutions shall be made: a. Deck Type: Concrete, primed b. Insulations: Base Layer: Min. 1' /." E'NRG'Y 2 Plus, AC Foam I, II, Apache /Hy- Therm Pyrox, AP, White Line, UltraGard Gold, Multi -Max or GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20 -40 lbs. /sq.. Top Layer: Min. 'A" GAFTEMP® Permalite adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied w ithin the EVT range at a rate of 20 -40 lbs. /sq. c. Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS fr80 Ultima TM GAFGLAS t'�s PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM 6, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. d. Ply Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM 6 ply sheet adhered in a full mopping, of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. e. Membrane: One or more plies of UBEROID MOP (Smooth and Granual), RUBEROID MOP I70FR, RUBEROID ULTRACLADTM , RUBEROID 30 and RUBEROID 30FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. f. Surfacing: (Optional) Install one of the following I . Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 2. GAF Premium Fibered Aluminum RoofCoating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal./sq. (for Torch Stnooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 50 of 55 Frank Zuloaga, RRC Roofing Product Control Examiner CAE' tMMATERI.4LS CORPORATION 7. The following assembly is approved to a maximum design pressure of -140 psf. No substitutions shall be made: a. Deck Type: Concrete, primed b. Insulations: Base Layer: Min. IA" High Density , It Dettsit Wood Fiberboard adhered to the primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20 -40 lbs. /sq. c. Base Sheet: Install one ply of GAFGLAS® 1175, GAFGLAS #80 Ultima TM GAFGLAS® PLY 46, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM 6. GAFGLAS RUBEROID Modified Base Sheet or RUBEROIDO 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT ran2e and tit a rate of 20 -40 lbs. /sq.. d. PIy Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM 6 ply sheet adh -.red in a full mopping of approved asphalt applied within the EVT rtul,e and at a rate of 20 -40 lbs. /sq.. e. Membrane: One or more plies of RUBEROID MOP (Smooth and Granual), RUBEROID MOP I70FR, RUBEROID ULTRACLADTNI , RUBEROID 30 and RUBEROID 30FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. f. Surfacing: (Optional) Install one of the following Asphalt flood coat at an application rate of 60 lbs. /s ± 2 with an application rate of 400 lbs. /sq. & 300 lbs. /sq , resp cti or slag GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat© Emulsion at 3 gal. /sq. (for Torch Smooth applications only). 3 . One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 8. The following assembly is approved to a maximum design pressure of -128 psf. No substitutions shalt be made: • ,a. .Deck Type: Concrete, primed Insulations: Base Layer: Min. 3/4" Gaftemp® Permalite adhered to the primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20 -40 lbs. /sq. • Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima TM GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM 6, GAFGLAS RUBEROID Modified Base Sheet or RUBEROID® 20 directly tome insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range rate of 20 -40 IbsJsq... ,e and at d. PIy Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.sq.. • c. Base Sheet: 51 of 55 Prank Acceptance No.: UO -0331. I U Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No.: 00- 0331.10 e. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID Torch Granule, RUBEROID Torch Plus Granule or RUBEROID Torch FR, applied according to manufacturer's application instructions. f'. Surfacing: (Optional) Install one of the followin;, 1. Asphalt flood coat at an application rate of 60 lbs. /sq. t 20 %; plus gravel or slag with an application rate of 400 lbsisq. & 300 lbs. /sq., respectively. 2. GAF Premium Fibered Aluminum RoorCoating, at 1.5 gal. /sq. or GAF WeatherCoat® Emulsion at 3 gal. /sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping, of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 9. The following assembly is approved to a maximum design pressure of -162 psf. No substitutions shall be made: a. Deck Type: Concrete, primed b. Insulations:. Buse Layer: Min. E'NRG'Y 2 Plus, AC Foam I, II, Apache /I-Iy- Thenn Pyrox, AP, White Line, UltraGard Gold, Multi -Max or GAFTEMP Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite. N adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20 - 40 lbs. /sq.. Top Layer: Min. 'A" GAFTEMP® Fiberboard or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt app wi the EVT range at a rate of 20 -40 lbs. /sq. c. Base Sheet: install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima T" GAFGLAS® PLY 4 ®, GAFGLAS® PLY 60. GAFGLAS FIexPIyTM 6, RUBEROID Modified Base Sheet or RUBEROID 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. • d. -Ply Sheet: (Optional) One, two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTM 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. e. Membrane: One or more plies of RUBEROID MOP (Smooth and Granual), RUBEROID MOP I70FR, RUBEROID ULTRACLADTNi . RUBEROID 30 and RUBEROID 30FR, RUBEROID MOP PLUS and RUBEROID MOP FR applied according to manufacturer's application instructions. f. Surfacing: (Optional) Install one of the foliowiitg 1. Asphalt flood coat at an application rate of 60 lbsJsq. t 20 %; plus gravel or slag with an application rate of 400 lbsJsq. & 300 lbsJsq., respectively. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 WeatherCoat® Emulsion at 3 gal. /sq. (fur Torch Smooth 52 of 55 Frank Zuloaga, RRC Rooting Product Control Examiner GAF ,MATERIALS CORPORATION Acceptanc `o.: 00-0331.10 3 . One ply of GA FGLAS® GA FGLASO Surfaced cap Sheetadhered in a full mopping uf approved asphalt applied with in_the EVT range andata rate of 20 -40 lbs. /sq. 10. The foflowing assembly is.approved.to- a- mmximum &sign. pressure of -157 psf. No substitutions -shall be.rnade : a. Deck Type: b. Insulations: Concrete, primed Base Layer:- Min. RQ' E'NRG'Y 2 Plus, AC Foam. 1, II, Apache/Hy- Tile MT Pyrox,- AP, White Line, UltraGard Gold, Multi -Max or GAFTEMP®- Isotherm R. GAFTEMP. Isotherm .RA, GAFTEMI' Isotherm RN, GAFTEMP Composite,: GAFTEMP Composite A. GAFTEMP Commposite. N adhered to the concrete deck in a full mopping of approved- asphalt applied within the EVT range at a rate of 20 - 40- IbsJsq. -. Top Layer: Min.' /," GAFTEMP® gERMALITE ®or other approved perlite insulation board adhered to the base insulation la' er or primed concrete deck in a -full mopping or approved asphalt c. Base Sheer. applied within the EV -T. range :at :a rate of 20-40 lbs. /sq.. install: one I of.GAFGLAS® f75: GA #80 Ultima p y TM GA AS® -PLY 40, GAFGLAS® PLY 610, GAFGLAS..FIexPly "' 6, RUBEROID Mod►fied Base : SheetorRUBEROiD® 20 directly to the - insulated: substrate. Adhere with any approve4,mopping asphalt d. Ply Sheet: applied within the EVT range -and -at a -rate of 20 -40 Ibs.sq.. (Option* One. two or. three plies: or GAFGLAS® PLY 4® or GAFGLAS® PLY 6® GAFGLAS FlexPfyTM 6', ply sheet adhered in a fulLmoppit o.of approved asphalt applied within the EVT range and - at-a rate: of 2410 tbs.lsq.. c. Membrane: One -or more plies of RUBEROID®:Torch Smooth, RUBEROID Tarot }Granule, RUBEROID Torch .Plus .Granule or RUBEROID Torch FR, RUBEROID MOP (Siunooth. and Granual), RUBEROID MOP RUB EROLD ULTRACLADTM RUBERQfl130, RUBEROID MOP: PLUS and RUBEROID MOP :Eft. applied- accotding_to. manufacturers application instructions:: t: ' Surfacing,: - - (Optional): .Instakone of the following, 1 Asphalt flood coat:at an application ratc.of.60 -lbs -/ f -'t "� 300- 1bssq= -- 211%;-plus gravel or slag ppltcation rate or400 - Ibsls .fsq;, respectively. 2. with an a GAFPremium Fibered :A tumiaunj -. Roof Coating; at-F.5 gal. /sq. or GAF' 3 WeatherCoate Ernulsiotrat IgalJsq: (for Torch Smooth applications only). One pIY-erf_GAFGLAS Mineral Surfaced - Cap heel .adficred in a full mopping of appr°vetasptiaft 4/plied the EVT range and at-a -rate of 20-40 IbsJsq. No The maximum designed ressuretuuitat' zones (i.c. fitfd;_ r- p aon'�hstettattalt be applicable to all roof pressure pe itnetecs, corners ..Nor ationatanatjrns, nor extrapolation shall be permitted for . - enhanced- fasteetiag_at ante pressure zones (Le; perimeters, extended corners, and corners). S3 Frank - ut GAFF MATERIALS CORPORATION GENERAL LI`IITATIONS: Fire classification is not part of this acceptance, refer to a current Approved Roofing Material. Directory for tire ratings of.this product. 2 Insulation may be applied 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 may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.: or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" bred shall. be placed every 12' in each ribbon to allow cross ventikttion. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F value of 275 Ibf., as tested in compliance with TAS 1 0 5 . • I f the fastener value, as field- tested, is below 275 Ibf., 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 the specific system. Should the fastener resistance be Tess than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Miami -Dade Protocol TAS 105 and calculations in compliance \with Miami -Dade Roofing Application Standard RAS I I7. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the'South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter Hailers, metal profile, and /or flashing termination designs shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 I and the wind Toad 'requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 54 of 55 Acceptance No.: 00- 0331.111 Frank Zuloaga, RRC Roofing Product Control Examiner • CAF MATERIALS CORPORATION NOTICE Of ACCEPTANCE STANDARD CONDITIONS Acceptance Nu.: 0II -11,33 t . l n I Renewal of this Acceptance (approval) shall be considered after a renewal application has been Tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name. city. state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting product and the product is not in compliance with the code chan`� ' the evaluation of this b) The product is no longer the same product (identical) as the one originally c) If the Acceptance holder has not complied with all the recfliirements or this this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any oldie following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. - 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida. and • followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as a roved drawings and other doc, shall be provided to the user by the manufacturer or its distributors and shall t be , a l vailable for inspection at the job site at all times. The copies need not be resealed by the engineer. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE 55 of 55 Frank Zuloaga, RRC Rooting Product Control Examiner J 172 - _ ROOF COVERING MATERIALS (TEVT) • Roofing Systems (TGFU)— Continued Insulation: One or more lavers perlite, glass fiber, 3/4 in min, isocva- nurate, urethane, perlite /isocvanurate composite, perlite / urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Pius" (granule). 9. C-15/32:. MB Aluminum Roof Coating" at 1 -2 gal /sq. Incline 1/2 Insulation (Optional): One or more layers perlite, glass fiber; 3/4 in. tuethane isocyanurate, perlite /isocvanurate composite, perlite/ composite, phenolic, 1 -1/2 in. thin Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at I-1/2 gal / sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck C -15/32 Incline: 1/2 Insulation (Optional(: One or more lavers perlite, glass fiber. 3 ; 4 in min, isoc anurate, urethane, perlite'isocyanurate composite, perlite. urethane composite. phenolic. I -. 2 n.. min Base Sheet: One or more layers , . T•,'; . (7:‘: I.., nlu� t'r ul�ill,lnlli :rip .;i .. ..y .:,... Ply Sheet: Oni or more layers o..1.,•pe GI "GAFGLAS Ply "GAFGLAS Ply b hot mopped in place. Membrane: "Ruberoid Torch 1 -f.F R•' (granule;. Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -3 2 gal sq or GAF I%eather Coat Emulsion a: 3 gal; sq. I1. Deck: C -15/32 Incline: 1!2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any' thickness, hot mopped or mechanically• fastened in place. Joints offset 6 in. Base Sheet: One or more lavers of Tvpe G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically' fastened in place. Ply Sheet (Optional): One or more lavers of Type GI "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 Incline: 1 /2 Insulation (Optional): Isocvanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in: Base Sheet: One or more lavers of Tvpe G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. • Ply Sheet: One or more lavers of Type GI "GAFGLAS Ply 4" or "P1v 6", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1-1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck NC Insulation (Optional): isocvanurate, Incline: ood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Tvpe G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type Gl "GAFGLAS Ply 4" • or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal/ sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck NC Incline: 1/2 � O Insulation (Optional): anurate, w fibez any thickness, hot mopped or mechanically fiber board, perlite, glass offset 6 in PPanically fastened in place. Joints • Base Sheet One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Pl 7 Sheet (Optional): O ne or more la " 6" hot in place. layers of GAF GLAS Ply 4" or "Ply Seducing Membrane "Ruberoid Torch 170FR" (granule). • (Op6ona* GAF Weather Coat 15. Deck G1S Aluminum Coating at 1 -1 /2 Emulsion l applied at 3 gal /sq Incline 1/2 - LOOKa90A• TE. ULIIIMMEINCRIOODOOT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation (Optional): Perlite, fiber glass, isocvanurate, u . perlite /isocvanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot or mechanically fastened. Pl yy Sheet (Optional): One or more layers Type GI, hot m opes • Membrane "Ruberoid Mop FR" or "Ruberoid Mop 170 FR"' 16. Deda C45/32 • (� Incline: 1 /2 Insulation (Optional): Perlite, fiber glass, isocyanurate, u . pertfbe /isocyanurate composite or phenolic, offset 6 in. from joints Base Sheet One or more layers of Type G -2 or G-3 base sheet ht mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot m -4 m place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid \l _. (smooth). Membrane: One laver of "Ruberoid Torch 170FR" or "Ruhen, FR" (granule) eck: NC Incline: 1 Insulation (Optional): Perlite, fiber f:;ass, wood fiber i.o,-•,,,. • urethane, perlite; isocvanurate composite or phenolic. Base Sheet: One or more layer - T'.: • G2 or C; rase Ply. Sheet (Optional): (..)n or more layers Type GI, hot place. Membrane: One laver of "Ruberoid Mop FR" or "Ruberol;: - FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isoc•. urethane, perlite /isocvanurate composite or phenolic. Base Sheet (Optional): One or more lavers of Tvpe G -2 or G•: sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more lavers of Tvpe G -1, hot mope,,: :• place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid (smooth). Membrane: One laver of "Ruberoid Torch 170FR ", "Ruberoid Mlop or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: l /2 Insulation (Optional): One or more lavers of perlite, glass t::'•: isoc anurate, urethane, perlite /isocvanurate composite or phenolic. a-.1 thickness. Base Sheet: One or more plies GI or G2, hot mopped or adhered Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160° ;..: applied adhesive at 1 -1/2 gal /sq. Membrane: One laver of "Ruberoid Mop FR" or "Ruberoid Mop :- FR" (granule), hot mopped or adhered with Kamak Chemical Co...N. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1-1/2 gal 20. Deck: C -15/32 Incline: 1/4 Insulation: Polvisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Tvpe G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fi:'s•: any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies of Type G2 "GAFGLAS # "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened Membrane: One or more plies of "Ruberoid 30 FR" hot moppe.: t' place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber; perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hoi mopped in place. — - Membrane ' One or more plies of "Ruberoid 30 FR ", hot mopped in • place. 23. Deck C -15/32 Indira 1/2 .; Insulation (Optional): glass or perlite, mechanically fastened. fastened .. o„ (cysts i)'pe G2, lttltasopped or ntedtanicaa! y ., >E� Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B uilding Inspection Request Date) /)/ n _ n 49 L13 Address 0 C . q la / Company -.Ail a. �� . � .� • Phone# i � �S`� '-�� l For Inspecto>J: ) )7) 0 `� Name Bte Approved / 1 X7 Correction ❑ Re- Insp'n Fee ❑ 1 I 4 td 123_01 -48 5/03 PAGE Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Waster Permit No. ��1 i /i- Process No Contractor's Name 8/ 470/ Job Address ' f - % 7 77 Low Slope ❑ Asphaltic Shingles ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ No ROOF TYPE Type: Natural ❑ LPGX ❑ ■ r■■■■■.u. .■ ■u■ ■■ EE r • CrCn .■..... ■n ■C■■■. ■ n.■..:.. ■i :::.■ . :.1 ■. ■.0 r UEE . EC a a.• u.. C■ nw. . ........ • . ■ CU . 0 ■ .... • ■ .. n E .UU • ■E.■ ' C ' ■ .. :uE ..Rupp E'. noon E• nun ..1'1 n pm . 1 ■ EEE E IE E . .' . .. ni .. ::. .. ... ' .: . .■ :: . i ■ u• ■■.C■ n ■ pE "gig qE CC ■ ■ C : :1 ' : 1 : ■■ 114111111111111111•11111:0111114041 1 I.GC 'n ': E EE C ■ n Inn m . ' :CC .■■mop u .■. C:. 111 ■ i1.. ■E:. CC E:CC : ' ■■ c . ■■ ... 1■•r� .- 2nrau r■.e■■ :. • u■ ■ 1..1 ■■...■u ■1■ ■ ....: ■1■■.:: ■ I . uu E E.C: ' ' 11 4 . : :11 • :C1 ■:11. nn .:111: ' ...i.. 1C :CC :11 C E ' • '. :1 C�' 1 1 11 E :E 1 : 1 EE 1 Ilia 111.11111 . . . EU I' ■ . : C ... a r:. ■ CC S.. ■ . 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C ■ . r �a> � 5. ®afti C E E ■ Will E 1 ■ r •G / GI: G ■ E E E E 1 r � a s ' ra 1 ■ 1 111111111111111 : 1 I u• ` rr ' 1 �Ci 1�' . :11 1 1 ■ : 1 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ New Roof 11 Re-Rooflng ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 1 /go 5 • //go Section B (Roof Plan). Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. I Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component Is not u identify as NA" System Manufacturer. (� / / F NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Base Pmax2: Max. Design Pressure, From the Specific NOA System: Deck: T = C, / ,4L ' e 7 Gauge/Thidmess: 7 / Slope/ $ Anchor/Base Sheet & No. of Ply(s): N�� ation Fes n Top Insulation Layer:A /i Top Insulation Size and Thickness: /U To l ulation Fastener /Bonding Material: Base Sheet(s) & No. of Pty s): v ' ..r17197 Ba S jl= a �. � :,j Ply Sheet(s).& No. of Ply(syglaktIAF0W Pi -et Fa ILL,Alitii e� : Top P Top s e din M terial: Surfacing: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (ho SI�►pe . Roof S, ystem) Fastener Spacing for AnchorBase Sheet Attachment Re49/ ,4L ,V oc Lap, # Rows Perimeter. oc TI Rows _ _ Q " oc oc 0 Lap, # Rows • oc Number of Fast Per Insulatio Board f1L �, hot - Re Field --° •—• P m —"C eter - omer 1llust teornponents N n d DeUlls as Applicable: Woodblocking. Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchgr/se Sheet FastenerBonding Material: Material Thickness. Fastener Type, Fastener //V7 Sparing or Submit Manufacturers Details that Insulation Base Layer.. zareolokly* with RAS 111 and Chapter 16. Base Insulation Size and Thickness V natertal: Pmax3: Field aq k E5 Tom • /r`F eE7 m Parapet Height Mean Roof Height Roof S em Manufacturer: Notice of A ceptance Number: Minimum Desi Wind Pressures, If Applicable (From P P2: P3: S 127 or Calculations): Maximum Design P ssure (From the NOA Spool c System): Method of tile attachme : Roof Slope: :12 Section D (Steep Sloped Roof System) Ridge Ventilation? Steep Sloped oof stem Description Deck Type: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. ype Underlayment: nsuiation: Fire arrier: Mean Roof He . ht: astenerType & . acing: dhesive Type ype Cap Sh et: oof Co ring: Typ & Size Drip dg : 123_01-48 5/03 PAGE 4 Where to Obtain Information Description Symbol Wh re to find Design ' -:. ... P1 or P2 or P3 RAS 127 Table 1 or by an • ' analysis prepared by PE based on ASCII 7 Mean . ' -4' H Job Site Slaps e Job Site Multiplier R NOA Restoring Moment .. ■ - to Gravity MR NOA Resistance M, NOA Retptirod " _ Resistanx M, Calculated Min R F NOA -• •,, -. Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= with NOA All •: - :: ons must be submitted to the Building Official at the time ofpermit application. M Req red Moment Resistan * Mean Roof Height 15' 20' 25' 30' 40' — Roof Slope 2:2 344 36.5 38.2 39.7 42.2 3:12 322 344 38.0 374 392 4:12 30.4 322 33.8 35.1 97.3 5:12 28.4 30. 31.6 32.8 34.9 6:12 264 .0 294 30.5 32.4 7:12 24.4 .9 27.1 28.2 30.0 123_01-48 5/03 PAGE 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment b . ' tile systems, choose either Method 1 or 2. Compared the vale for M with the vale from M If the Mr values are greater than or equal to the values, for each area the root, then the tile attachment method is acceptabl Method 1 oment Based Tile Calculations Per RAS 12 (P x A. _ — Mg: ° M i ' (P2: z A. al — Mg: = Ma-- NO M (P3: zA, = —Mg: °M N'AMM Method 2 "Situp , i ed Tile Calculation Per Tab low" NOA Mf Required Moment of Resistance (M1) ' om Table Below NO *Must be used in conjunction with a list of mod Ient b: sed tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Meth d 3. Comp : d the values for F' with the values for F If the F' values are gre r than or eq to the F values, for each area of the roof, then the tile attac nt method is acce ble. Method 3 "Uplift seed Tile Calculation. Per RAS 127" (Pi : z 1: = z w: = - W: z cos 8: = r 1: NOA F' (P : : l: = w: = - W: z cos 8: = NOA F' (P : z l: = i w• ) - W: z cos 8: = F • NOA F' 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 roofmg 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 roofmg 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. Ur 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 currentprovisions 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). 07 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. V 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. vl/ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature /z l/7 /0f Date C:1Doeomeno and SedIngt\eBemmu\I, out Setling.Temp \Temporary Internet Files \CooteoLIESOKLBAITT\SECTION 153411I.do. Contractor's Signature �� • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO// 3206- Ol / #O STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street /address: Aii?/crA7ieLc$ c C2.. /a- /70/O &(o/ /1- 4l/.FZ,. , 3 3 / 3 s 27 2. Description of improvement: lc& 3. Owner(s) name and address: �/ �/ c O S P /3) u � 0 a/Wee / 2.. NE 96 cSr,P /,ofi .33/35 -z74 Interest in property: Name and address of fee simple titleholder: N, 4. Contractor's name and address: 4f7/A/ 1 7*f GC . 300 4.5 9 /ar. - 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Ivfi4 Amount of bond $ /V /A PM 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners 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: yo -:1 } [year ' • the date of eecordin 0101 of 9. Expiration date of this Notice of Commencement_ wi fiNg different date ecifi Signat re •f Owner Print Owner's Name Sworn to and subscribed before me this Notary Public Print Notary's Name /11 My commission expires: 123.01 -52 PAGE 4 8/02 tlf heft AWE OF FLORIDA. COUNTY 437 OAOE 114 Ov &713filF °I rg ®t thi§ to A lip I tho 44111 day of T.tL / , 200 e ms A I (I IIII IIIII I III IIIII IIII IIII IIII CFN 2004R0630280 OR Bk 22517 Ps 1471; (199) RECORDED 07 /27/2004 11:02:49 HARVEY RUVIH, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE :� ' ` V, cicen (t Jes4v ,812 */d4e/7. 73/37 unless a 0 LORRAINE KELLER Notary Public - State of Fonda -14 My CrxnmIssbn Expires Apr 18.2008 �z • s. Comisrlo 5 DD 109725 A_Bond Na t a Notary Aua. 3a? 9 /.Pr.t 7- M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 This NOA shall not be valid after the expiration date stated below. The BCCO (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Concrete Decks. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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). 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 Miami -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 1101 -0712.14 and consists of pages 1 through 41. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0430.13 Expiration Date: 11/06108__ Approval Date:10/31/03 Page 1 of 41 ROOFING SYSTEM APPROVAL Category: Sub-Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblak All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofmg Asphalt GAFGLAS® #75 Dimensions 5, 55 gallons 60 lb. & 1001b bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 1001b. cartons, bulk 39.37" (1 meter) Wide Roofing SBS /APP, Modified Bitumen Concrete -495 psf See General Limitation #1 Test Specification Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield@ Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Mineral colloidial bituminous emulsion with reflective aluminum flakes. ASTM D2824, Non - fibered. aluminum pigmented, asphalt Type I roof coating. ASTM D312, Interply mopping and surfacing asphalt Tpyes 1, 11, 111 and IV' ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 2 of 41 r Product GAFGLAS #80 Ultima Base Sheet GAFGLAS F1exP1y 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat- We1dTm Smooth RUBEROID® SBS Heat- We1dr"' Granule RUBEROID® SBS Heat- We1dTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS Heat -Weld PLUS FR RUBEROID® SBS Heat We1dTM 25 RUBEROID MOP Smooth RUBEROID ULTRACLAD® SBS Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 1011b. Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D5147 ASTM D6298 ASTM D5147 Product Description Asphalt impregnated and coated, fiberglass base sheet. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt. Does not have a factory applied surfacing. Woven fiberglass mat coated with polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 3 of 41 Product RUBEROID MOD Asphalt, Asphalt L & Asphalt P RUBEROID® Modified Base Sheet Ruberoid® Mop Granule Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid® Mop 170 FR TopCoat® Surface Seal SB (Matrix) GAF WeatherCote® MB +(Matrix) TopCoat MB+ Matritn WeatherCoteT"' Matrix Low VOC Dimensions 60 lb. kegs 39.37" (1 meter) Wide 39.37" (1 peter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D4601 Type II, Type G2 BUR ASTM D 6222 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Description SEBS modified asphalt Premium glass fiber reinforced SBS- modified base sheet. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.r Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31 /03 Page 4of41 Product Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non- Fibered Vent Stacks (metal and plastic) APPROVED INSULATIONS: Product Name GAFTEMP Isotherm RA, RN & Composite GAFTEMP® Composite A & N Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons (BMCA)GAFTEMP® Fiberboard EnergyGuard Perlite EnergyGuard Recover Board EnergyGuard High Density Fiberboard PYROX White Line Test Specification ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofmg Cement Caulk Grade. ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non - fibered. aluminum pigmented, asphalt Type I roof coating. PA 100(A) One way valve vent used to relieve built -up ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Apache Products Co. Apache Products Co. NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 5 of 41 APPROVED INSULATIONS: Product Name ACFoam I, lI & Composite ISO 95+ Wood Fiber High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens Deck ENRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Foamglas Board Multi -Max APPROVED FASTENERS: Fastener Product Number Name 1.. GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill-Tec ®) ASAP 3. GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Expanded glass insulation board. Polyisocyanurate roof insulation TABLE 3 Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3" and 3Vs" 3" and 3'A" Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. generic generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. Pittsburgh Corning RMax, Inc. Product Manufacturer Description Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 6 of 41 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. Olympic Fastener #12 & #14 10. Fluted Nail (Con -Tite) 11. Olympic Fastener ASAP 12. Olympic Polypropylene 13. Olympic G -2 14. Olympic Standard 15. Rawl Drive 16. Rawl Plate EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. TABLE 3 Product Description Galval une hex stress plate. Polypropylene locking plate. Insulation fastener Insulation fastener Pre- assembled Insulation fastener and plate Polypropylene plastic plate 3" round galvalume AZ55 steel plate 3" round galvalume AZ50 3" round steel plate Insulation fastener for concrete decks 3" round galvalume AZ55 3" round steel plate Name Current Insulation Attachment Requirements FMRC 4470 - PA 114 J. FMRC 4470 - PA 114 J. Class 1 Class 1 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 Manufacturer Dimensions (With Current NOA) 2 7/8" x Construction Fasteners 3 1/4" Inc. 3" x 3 1/4" Construction Fasteners Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Powers Fasteners, Inc. Powers Fasteners, Inc. Report Date FMRC 1996 01.01.96 L ODOA8.AM L 2B8A4.AM J.L 3005640 J.L 3006845 J.L 3005175 J.I.3005177 J.L 3007500 J.L 3008178 J.L 3010215 J.I. 3009788 07.09.97 07.02.97 11.09.00 10.17.00 05.23.00 05.19.00 06.15.00 12.27.00 03.01.01 03.28.01 NOA No: 03 0430.13 Expiration Date: 11106/08 Approval Date:10/31UO3 Page 7 of 41 Independent Roof Testing & Consulting of South Florida Exterior Research & Design, LLC Underwriters Laboratories, Inc. Test Agency/Identifier Name PA 114, Appendix "J" Wind Uplift Fire Resistance Classification UL 790 - PA 114 Re rt IRT Reference No.00001, • No.00002 #4483.04.97 -1 R1306, 00NK07638 Date 03.30.00 06 -06 -97 07.17.00 NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 8 of 41 Insulation Maximum Design Pressure Table A Insulations 16. Base Layer: Min. 1V4" GAFTEMP® isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, E'NRG'Y -2 +, AC Foam I, II, UltraGard Gold, Multi-Max adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs. /sq.. Top Layer: Min. 3 /4" BMCA or GAFTEMP® PERMAALiTE ®or other approved perlite insulation board adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs./sq.. Maximum Design Pressure —157 psf (See General Limitation #9) 17. Min. 15/16" Fiberglas or W' ( GAFTEMP®) PERMALITE® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Maximum Design Pressure —90 psf (See General Limitation #9) The follio wing. assembly is approved to a maximum design pressure per Insulation Maximum Pressure Table B. No substitutions shall be made: crete, primed Ins re . lies of GAFGLAS® #75, GAFGLAS #80 Ultima, GAFGLAS® et: PLY 4, GAFGLAS ' e ', ' 1: EROID® Modified Base sheet RUBEROID® Mop Smooth or RUBEROID® 20 mop' ��� , deck. Adhere with any approved mopping asphalt applied within the EVT range IbsJs See Insulation Maximum Design Pressure Table B below. Design Pressure is dependent on Item No. used in this s tem. Base Sheet Install one ly o AFG y STRATAVENT 'minatorTm Perforated, lose laid dry Ply Sheet: (Optional, required if .: : = APP /SBS . Heat -Weld) One or more plies of RUBEROID® 20, GAFGLAS® F1exPlyni 6 ply sheet adhered in a full mopping of appro plied within the EVT range and at a rate of 20- 40 lbs. /sq. Membrane: One or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, RUBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch 170FR or MOP Smooth, RUBEROID® MOP GranuleaMERO ID® MOP 170FR RUBEROID® ULTRACLAD RUBEROID® .30 and RUBEROID® 30FR, RUBEROID® MOP PLUS and RUBEROID® MOP FR or RUBEROID® SBS Heat- We1dni PLUS, RUBEROID® SBS Heat WeldT" PLUS FR, RUBEROID® SBS Heat- Weldrm 170 FR, RUBEROID® SBS Heat- Weld'b', RUBEROID® SBS Heat -Weida' Smooth and RUBEROID® SBS Heat- We1dTa 25 applied according to manufacturer's application instructions. Surfacing: (Optional) install one of the following 1. Asphalt flood coat at an application rate of 60- lbs. /sq. ± 20%; plus gravel or slag with an application rate of 400 lbs./sq. & 300 lbsisq., respectively. 2. MatrixTM System Pro Aluminum Roof Coating Fibered 301, (GAF Premium Fibered Aluminum Roof Coating) at 1.5 gal /sq. or Matrix 305 Fibered Emulsion (GAF WeatherCoat® Emulsion) at 3 gal. /sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within its EVT range and at a rate of 20-40 lbsJsq. Insulations: NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31 /03 Page 38 of 41 2. (Optional)Base Layer: Min. 1" GAFTEMP® Isotherm RA or GAFTEMP® Isotherm RN mopped in asphalt at the rate of 20-40 lbs./sq. Top Layer: Min. 1 /4" Dens -Deck mopped in asphalt at the rate of 20-40 lbs. /sq.. Maximum Design Pressure —240 psf (See General Limitation #9) 3. (Optional) Base Layer: Min. 1" GAFTEMP® Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of 20-40 lbs./sq. • Top Layer: Min. 34" BMCA or GAFTEMP® PERMAUTE ®or other approved perlite insulation board or Min. 1" BMCA or GAFTEMP® High Density Fiberboard (c) or other approved High Density wood fiberboard or Min. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 Ibs.sq. Maximum Design Pressure —90 psf (See General Limitation #9) 4. (Optional) Base layer: Min. 1" GAFTEMP® Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of 20- 40lbs.sq. Top Layer: Min. 3/4" BMCA or GAFTEMP® PERMALITE ®or other approved perlite insulation board or Min.' " BMCA or GAFTBMP® High Density Fiberboard (c) or other approved High Density wood fiberboard or Min. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 401bs. /sq.. Maximum Design Pressure —90 psf (See General Limitation #9) Insult* lbs. /sq. 4. Top Coat Surface Seal, Top Coat MB Plus, GAF WeatherCoterm or WeatherCote LOW -VOC. Insulation Maximum Design Pressure Table B Min. ' GAFTEMP® Isotherm RA or GAFTEMP® Isotherm RN mopped in asphalt at the rate of um Design Pressure —150 psf (See General Limitation #9) NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 39 of 41 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 40of41 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 lbsJsq. Note: Spot attached systems shall be limited to a maxdmum 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 milers, metal profile, and/or flashing termination designs shall conform with Roofmg 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- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 41 of 41 172. ROOF COVERING MATERIALS (TEVT) 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY Roofing Systems (TGFU)— Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, phenolic, 1 -1 /2 in. min. Base Sheet (Optional): One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 • Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /s or GAF Weather Coat Emulsion at 3 gal /sq. • 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3 min, isocyanurate, urethane, perlite /isocyanurate composite, p urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sh hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq 1 or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/b2 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 (smooth). Membrane: On FR" (granule) Deck: NC Insulation uretha LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop i70 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanicall astened. Ply Sheet (O . , One or more layers of Type G -1, hot mopped in place. ne layer of "Ruberoid Torch" or "Ruberoid Mop" layer of "Ruberoid Torch 170FR" or "Ruberoid Mop Incline: 1 ptional): Perlite, fiber glass, wood fiber, isocyanurate, , perlite /isocyanurate composite or phenolic. Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 9. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1 /2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck: C- 15/32. Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite; or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or place. 23. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened• isocyanurate, more plies of "Ruberoid 30 FR ", hot mopped in 24. 25. 26. 27. 28 2� BUI] PER FBC Permit Owner'! Owner's City * Tenant/1 Job Ad(- City Miami Shores Village , G/ � •U / Is Building Historically Designated YES NO Contractor's Address Sod /(/75: f/ p . City N/4/ii/ CFNMAYCS State PL4R//.4 Qualifier State Certificate or Registration No. e 05? .0' $ ®O $ Value of Work For this Permit )0 50ry, 453. Submittal Fee $0 Permit Fee $ 0 p � � © r Notary $ - -� Training/Education Fee $ ( f IFO Scanning $ `, Radon $ Zoning Code Enforcement $ ---- Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 . �. • hone # 305 - "/ I ✓7 zip 33/.3 County Miami -Dade -s 'JAN x: (305) 756.8972 Permit No. e:20 - 16 7 60 Master Permit No. Plumbing Mechanical Phone # I/Q Contractor's Company NainkT4A &L� A #eQO / //tG _d?/�' Phone # L7S 2/9 9, 9 9 Zip Zip Certificate of Competency No. Architect/Engineer's Name (if applicable) , Phone # Square Footage Of Work: 1 7 4 g0 Type of Work: ['Addition ❑Alteration /p��" ['New & New Repair/Replace Di Demolition Describe Work: /' Re70 / / 7 1DpC�i� /`vDf- A7 TA C /EJ /� Se-4/35Z) /4z/O * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ r 1 7 4 0 CO /CC Technology Fee $ a , Bond $ • a633 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City St Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding 82500, 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. SignatureiX (.4 , b. M 4 . Owner or Agent The foregoing instrument was acknowledged before me this ,e day of (�CP'ger, 200 by VV I Ida &' UJc»rie i✓ (who is personally_knaws or who has produced As identification and who did take an oath. NOTARY P - BLIC: Sign - t .A Print: ra My Commission Expir APPLICATION APPROVED BY: Chc 05/13/03 AINE KELLCR 1 -- A `.' i. Notary Public - State of Florida •, c My Commissbn Expi'es Apr 16,2008 -rte. •A„`„',>:. Bonded By National Notary Assn. Signatur NOTARY PUBLIC: Sign: Print: My Commissi * * * * * * * * * * * * * * * * * * * * ** \472/: Zip Contractor The foregoing instniment was acknowledged b ore me ill' day of T tM IbCr , 200 by c�J 1 I UUS r i <who is personally know to me or who has produced as identification and who did take an oath. Notary Public - State of Florida *Commission Expires Apr 18, 2006 * *GDaeee►iasfee vat MY{ e * n* • Bonded By National Notary Assn. ** ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** „te DEG 2820 Plans Examiner Engineer Zoning eale '11)-j± BUILDING PERMIT APPLICAT FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) .4'/44' O 2/6 - B [ hone # 305 — Owner's Address _R Af/ ea0Z A/E 9f� /• J i cy City /LJ /A,*/ Sfiae r State AZO, 464 Zip 33/ 3}7 Tenant/Lessee Name /(A Phone # /r//j9 Job Address (where the work is being done) City Miami Shores Village County 'ami -Dade Is Building Historically Designated YES NO Contractor's Company Na.m 4/i &L� A kaa,z 22/� . Phone # 2/9 9, 9f Contractor's Address 340 /VIE j/ -. City N /4fl/ 64 cY State PLO/Q/0 Zip : /3.9' Qualifier T1 NA/ 2, 7 ,& S7,4 State Certificate or Registration No. C !- as? a .e? Architect/Engineer's Name (if applicable) /�/ Phone # $ Value of Work For this Permit r3 500, Type of Work: EAddition ❑Alteration ❑New eg/ Repair/Replace ID Demolition Describe Work: - i 2O ref( 7 ,D Cif le o44 /4T/ A C/yf�/� /? 3z4/°t- ` 7/4:F /Y/4f Ji P o f 6 " 7» 640. 772 Reaz Submittal Fee $c._.A...) Permit Fee $ 5 Notary $ Training/Education Fee $ r Scanning $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 00 Radon $ Zoning Structural Plan Review. $ ij. `�S IJAN O 3 PAID x: (305) 756.8972 Permit No. 61 Master Permit No. Certificate of Competency No. Square Footage Of Work: 1 /g6 2 Zip * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** ,u/ CCF $ 1 7 4 0 CO /CC Technology Fee $ D! a , Bond $ • a633 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City St Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature t)ata. tit rvw- J )'11 Owner or Agent The foregoing instrument was acknowledged before me this day of &l heK, 200 /, by It�l I Id q &' ti)c» ire c - cho is personally know , J :. t use or who has produced As identification and who did take an oath. NOTARY P - BLIC: Sign Print: My Commission Expir Chc 05/13/03 APPLICATION APPROVED BY: AINE KCLLER Notary Public - State of Florida • = My Comrnissbn Expres Apr 16,2008 F'• * * 'XoR'ia9!#81Q & 4 ' A,,; Bonded By National Notary Assn. v • NOTARY PUBLIC: Sign: Print: L My Commissi * * * * * * * * * * * * * * * * * * * * * Contractor The foregoing instrument was acknowledged b f ore me tl day of�Et c 1)b e r , 2.00 by c�J1 i1 ' \ U U3 I Z( ,DEC 2 8 lia Plans Examiner Engineer Zoning <Who is personally known to me or who has produced as identification and who did take an oath. c' w4rfigs i n Notary Public - State of Florida • . ? My Comrnission Expires Apr 16, 2006 ' •. * *Goamniselen +189 * . Bonded By National Notary Assn. Contractor JOHN BUSTA Local Phone: 305 - 219 -9699 Parcel # 1132060141410 Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -1660 Printed: 12 /28/2004 Applicant: Owner: JOB ADDRESS: 602 NE 96 ST Contractor's Address: 300 NE 91 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Fees: Description Amount FEE2004 -12773 Submittal Fee ($50.00) FEE2004 -13188 Building Fee $250.00 FEE2004 -13189 CCF $2.40 FEE2004 -13190 Technology Fee $6.25 FEE2004 -13191 Training and Education Fee $0.80 FEE2004 -13192 Scanning Fee $15.00 Total Fees: $224.45 Total Fees: $224.45 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/18/2005 Construction Value: $3,500.00 Work: RE -ROOF FLAT DECK ROOOF ATTACHED TO SLOPED TILE ROOF, ALONG WITH A 'TIE IN" STEP UP 6 "TO SLOPED TILE "JAN 0 3 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE =BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n r; k1 0.L f0c -� S Permit No. 13 I" 0 (6 6 0 Name A4 ) Pr p S �j Te(Q t Address (' 67, ET 9 S' 7' Company .1 Q (kJ' l 3 t-( S�Ct Phone # 3 D S ' Inspection Date Approv Correction Re- Insp'n Fee 2— Z-z - NOTICE OF COMMENCEMENT PfC0110E COPY MUST OE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION A PERMIT NO._ OAX FOLIO NO/1.7 3</%4 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. AfificertAgaTcr .4-02 . c .331.- 2. Description of improvement:_____ 1. Legal description of property and street/address: address-4/446f' iexicsFie. eirwaY & vivit Interest in property: _ f p. Name and address of fee simple titleholder: rfri • 4. Contractor's name and address: (9 ,b / AL.46k , fill . ..30o /We/ar-s7_,e,r-Q5Z 5. Surety: (Payment bond required by owner from contractor, if any) Name and __________________ Amount of bond $_.„N 6. Lender's name and address: AA 7. Persons within the state ot Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.1 (1)(a)7., Florida Statutes, Name and address:._A/ 8. In addition to himself, Owners 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 , 9. Expiration date of this Notice of Commencement: different date s eciti -----.------444V, . -/ / /. tr ". . Signati of Owner Print Owner's Name anZER/Rell AO AA '4 1 /4e1- 7 3 - # 0 ,egre9. ekthe .4 . _ Tcw.t./ Rez.3709 ,fiziertme4 Ppeparad-b INE KELLER o ,6 Sworn to and subscribed before me this day of ...J 2O'/ ' • ,3 Notary Public - Snits of Florida 1 .,2,,, LORRA a +.1 MyCominiestonEigkrtm Apr 18,2000 • t Commission 1 00 10872a $ —Sonctocity.Nailonal-fiatistyksoir Notary Public Print Notary's Name e My commission expires: r A C F IN 200 4 R 0 6 302 80 OR Bk 22517 P9 1471; Clng RECORDED 07/27/2004 1102:49 HARVEY MIN, CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST PAGE 11111111111110111111E11111111111111111111 the date of recording unless a • • ..• 36t7 i* 33,07 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Time Type Insp' Permit No. Name Address_ k rY) ' Company k Phone # I ? h / 3 For Inspecto 13 ) 0 3 Approved Correction Re- Insp'n Fee Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date D Time Type Insp' Permit No. Nam Addres Company `' Phone # S `i �' — For Inspector7.42' L D 3 Name & Date Approved ❑ Correction Re- Insp'n Fee ❑ Z T7T 31gb -0\14-1- sv-lo s Nov, 13-0-000 D-e,YON.01 3 05-19 5-2:2,04 13A111Avag, Vaspectioll "Request TThO lli 'Type Insp'r. o Date I`lo. 14allv For Inspector A pprove d C orrect i on p Re_T_ Fee Date Time Type Insp'n Permit No '—"° Name Address Company Phone # For Inspector: Approved/ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Correction ❑ Re- Insp'n Fee ❑ 9y Date Type Insp' ^ Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Approv For Inspector: Correction Re- Insp'n Fee ❑ Time 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 Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done � 1�1 fi volit MIAMI SHORES VILLAGE elm 1 State work to be done and purpose of building (by floors).... New Building V. Remodeling Addition To be constructed of Kind of foundation Permit No Disapproved (Signed) Building Inspector Date e � }9, E' 9t S N /N g. Ste/ Repairs No. of Stories oof overing -.. Vt 4T166 Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such 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 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 stated are true. 7 .,1 llV Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chainnan 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. I id wa E and for no other purpose. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. permit, as are licensed by Miami Shores Village. Remarks (Signe t / 1 Roofing epairs Date , 19 Owner's Name and Address ._..Dean._R.._.G1aus$ ?_l:). No. 540 Grandsggncourse Registered Architect and /or Engineer Name and address of licensed contractor Brady Roofing & Sheet Metal -- 2955 N. T'T. 73rd St. Location and legal description of lot to tl on: Lot Bloc Subdivision._.... _ f Street and Number where work is to be do ne " oors 6Q2 N . 96th St. State work to be done and purpose of building (by fl ) and for no other purpose. New Building Remodeling. Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 4'00.00 Amount of Permit $.._ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations . s an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Penna / t Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors lnployed 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 ,! ch public notice or notices as are required by the Act. The undersigned agrees to employ only such s bcontrjto4s, yRi work to be rerlrmed under this STATE OF FLORIDA, COUNTY OF DADE. j ss. 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 stated are trye. Permit No Disapproved (Signed) Date../4 , �✓ b Read, Sworn to and Subscribed before me. Notary Public, State of Florida uilding Inspector My Commission Expires PLANNING BOARD DATE Chainnan Member Member Member Member Member Council Approved Date Disapproved Date 1 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time 3-8b Type Insp'n ' T r `c p Permit No. 6e 2.1003 3 14E5. ,. � Name P 5 C( C f U1(c ) Address oo 2 IJ L G(0 3 Company JOYn eu I G Phone # _I 1O 1 C I For Inspec Approved Correction Re- Insp'n Fee ❑ So c-74( 5,-c6 Gi�zl� T MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date 5 Time Type,Insp'n T1 n Opp „ .f App. ..... .. ,....._ ,. .. ., Permit No CiP 2Ji33 - lit?5, . . Name - 9 K,S C tr kn 0 n0( Cik . i::49r y .-..: Address ooa we__ cito j =,. Company JO tn n t3us 0 J., , Phone # Ic 9 oci , ,... For Inspector: C1 t ic , . OC Name & Date _ -- ---1 r • 7 — ,t '-' ,+` Approved -- --, - Correction 0 Re-Insp'n Fee El t'• 2 k 7 N 318t 5:04,( 4 -4-444 \ For Inspector: Approved/ Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 7, Type Insp'n Permit No. 0 - 1 Name !) (O : ► b Address (7O - � 4 l��c" Company Phone # �l Name &D t4o�4 1 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Time Type Insp' Permit No. Company Phone # ( l t ) i / 3 For Inspecto 1 3 1 0 3 __J3 Approved Correction Re- Insp'n Fee Name & Date Am 5 s Type Insp' MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 0 Time Permit No. Nam• VJ • AIfAt..i Adams j d r 6 =br Company •ftio■vaihr Phone# -S `1 -b/ 7 L3 For Inspector.: 2e 4 D 313 Name & Date Approved Correction Re- Insp'n Fee \i Date Type Insp' ^ Permit No. Name Address Company Phone # For Inspector: Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Re- Insp'n Fee ❑ Time Approv 00 (�l 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. A ortP 0 Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done MIAMI SHORES VILLAGE v dAwad . i .,J' EAIO LjN‘ , Subdivision -)_ea. State work to be done and purpose of building (by floors) New Building ✓ Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $ Amount of Permit $. Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such 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 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 true. Z. Permit No _ Date �— 2 r - - Y Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida _ Building Inspector 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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date No � �° Street // r e qc and for no other purpose. Repairs No. of Stories oofovering___tt - -" 1 6B to me well known, STATE OF FLORIDA, COUNTY OF DADE. Ss. 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. Date , 19 Owner's Name and Address....1 e.an._R. _.CJ.aus.aen No. 540 Gra ndsgp@fleourse Registered Architect and /or Engineer Name and address of licensed contractor Brady Roofing & Sheet Metal - 2955 N. T''. 73rd St. Location and legal description of lot to tt on: Lot Bloc Subdivision Street and Nuber where work is to be done 602_1i. 96th S t . m State work to be done and purpose of building (by floors) Roof ine Repairs and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 400.00 Amount of Permit $... Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations s an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permit / t Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors lnployed 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 i ch public notice or notices as are required by the Act. The undersigned agrees to employ only such s +bcontr o ., r' work to be rer,rmed under this permit, as are licensed by Miami Shores Village. / t � i r Remarks (Sine. i / '> g / 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 stated are tr e. Permit No_ ,lQ Disapproved (Signed) .. _ Date..,L— 5 / —b Read, Sworn to and Subscribed before me. Notary Public, State of Florida uilding Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ....__.... Member Council Approved Date Disapproved Date _ 3 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. 46)t Date / 6. 20/0 3 Time Typ, ,A - 4\0 --,, - . . • - . • - '- ' PErmil—No. d 1 0 I ( 1 - Name j\ - _ >2 i 10A), I Address 0 PhOnP5 ' L-) I 1 -q 411 I For Inspector ° / ii : -• 1 Approved Correction Re-Insp'n Fee MIAMI 4ES VILLAGE BUILD WEEPARTMENT - 305-795-2204 // Building Inspection Request Name & Date t 3 449 iteeichc - ?oo .ek?, Type Insp'n Permit No. Name Address Company Approved Correction Re- Insp'n Fee MIAMI SHQI:ES VILLAGE BUILDING r bEPARTMENT 305- 795 -2204 Building Inspection Request ' Date )'Q 27)/0) Time 4 - / /• / I ALM 1 's Pho5 /o Z o For Inspector` / - Name & Date 20 ldy Qoo Date - - Job Address (2 Legal Description Owner /Lessee/Tene Owner's Address (DC) a Iv . E, q to 6 Phone 3C75 Contracting asla earS7/9 "e00/ Address 9/ c„.C7 SS# 0 99' • 097/ Phone -. ' fb if' Qualifier l /(I 04174 RECEIVED PERMI'T APPLICATION FOR MIAMI SHORES VILLAG 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fa State # eef /SW Municipal # Competency # IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING BU ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: de° /iflJ�° Square Ft. ,&'OO j Estimated Cost (value 277 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 ANY 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 all disciplines. 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. ture of owner and/or Condo President e3f4 Date Tax Folio Da e Notary a My Com FEES: PERMIT `0, at 0 RADON C.C.F eC 101 APPROVED: Zoning Building istorically Designated: Yes No Church aster Permit # Paoa3 - 1485 NOTARY Signature of Contractor or Owner Builder SEP 1 1 2003 Electrical -8474 2003 Ins. Co. Date Date BOND TOTAL DUE Mechanical Plumbing Structural Engineer aid flpp.Fee 1 1 30.00 j ai City of North Miami Community Planning & Development Department Owner's Notification for Roofing Permits issued under the Florida Building Code 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 one) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zsping 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 r nb ailed 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 nejghboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ca e 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. jayides the option of maintaining this appearance. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and mask cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow �puppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the rior 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. Owner's /Agent's Sig Contractor's Signature 7 • Florida Building Code Edition 2002 (HIGH 1'ELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Section A (General Information) Master Permit No. Process No. Contractor's NameNIOZ (/ :PV 127 7 Job Address bob /f ✓L . 9‘csr_' Roof Category __• Low slope __ Mechanically Fastened Tile Mortar /Adhesive Set Tile Asphaltic Shingles ___ Metal Panel/Shingles ___ Wood Shingles /Shakes Prescriptive BUR -RAS 150 Roof Type New Roof ! / Re- roofing _, Recovering Repair Maintenance Roof System Information Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) 39z • i Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include l f dimensions of sections and levels; clearly identify dimensions of elevated pressure zones and location of parapets. �7 r Florida Building Code Edition 2002 IltCI[ VELOCITY HURRICANE ZONE UNIFORM ROOFING: PERMIT APPLICATION • Section C jLow Sloped Roof System) Fill in the specific Roof Assembly Components and Identify Manufacturer (Ka component is not used, identify as "NA ") System Manufacturer: PL NOA No: 02 `a g, , ( Design Wind Pressures, From RAS 128 or Calculations: 9 3 Pmax 1: Pmax Z! Pmax 3: /� // • / J Gauge/Thichness: / / y ,, Slope: Anchor/Base Sheet & No. of Ply(s).i nchor /Base She 1 Faycner/Bonding Material: Insulation Base Layer: if,// Base Insulation Size and Thickness/VA Base Insulation Fastener /Bonding Material: Maximum Des' m Pr sure, From the Specific NOA System: , Deck: Type: z� Top Insulation Layer:4 . Top Insulation Size and Thickness:,(//jQ Top Ipsulation Fastener /Bonding Material: u/A Base Sheet(s) & No. of Ply( s1Pl y c% -G.{j" Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(sA9F,clef >; I Sheet Fastener /Bond n �. Material: Top Pty019 /r/9 /L 4/P t4W Top y Fastener /Bondi g Material: e4,c, A Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: "o /c @ laps &.rows @ . 7___"o/c Perimeter: __ "o /c a laps &_ rows "o/c Corner: "o /c @J laps & rows (tit _ o / c Number of Fasteners Per Insulation Board � Field Perimeter ^'A Corned Illustrate Components Noted and Details As Applicable: Woodhtocking, Gutter, Edge Terminations, Stripping, , Flashing, Continuous Cleat, Cant Snip, Base Flashing, Counter - flashing„ Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, , Material Thickness, Fastener Type, Fastener'Spacing Or: Submit Manufacturers Details that Comply with RAS -I 11 and Chapter 16 I1 Fuapet Wall Height �! Ft Win Rod Hei €t /274L Florida Building Code Edition 2002 HIGH VELOCITY HURRICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Roof Slope :12 Section 1) (Stem Sloped Rool stem) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): 1' aximu 1)esi ' Wind Pressure rum th NOA S ecilic System): eck Type: Ridge Ventilation? Mean Roof Height: nent: Underlayment Type: insulation: P2: 1'3: Steep Sloped Roof System Description Fastener Type &Spacing: AdhesiveType: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: 3:12 4 :12 5:12 6:12 Sim (Mr titled T From M,. eq Description _ Symbol Design Pressure PI or P2 or P3 NOA NUA Calculated NOA 34,4 0 32 :2 30-1 31.6 28 -0 29.4 25.9 27.1 30' 39.7 37.4 35.1 32.8 30.5 28.2 42.2 39.8 37.3 34.9 ,ECTION E (Tile Calculations) For moment based tile systems, chose e Cher Method tor 2. Compare the values for M,. with the values from M If the Mr values are greater than or equal o the M values, for each area of the roof, then the tile attachment method is acceptable. Mean Roof Height Roof Slope Mean Roof Height Roof Slope 2:12 7:12 Florida Building Code Edition 2002 • HIGH VELOCITY HU RICANE ZONE UNIFORM ROOFING PERMIT APPLICATION Method 1 ," ment Based Tile Calculations Per RAS 127" Pt: x A ) _ M I x X _ M : -- _ Ma: NOA M P.► •_ x Mil NOA Mr: — Mrt : NOA Mr: Method 2 " l e Calc , lation Per Table Below" Required Mom i ofResistanc 'able 13e r, w: I NOA M b Site b Site sistance* 30.0 *This table must be used in c njunction with . list f moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For uplift based tile systems u • Method 3. Con la the values for F' with the values for F If the F' values are greater than or equal to the F aloes, for each ara i f the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P x 1: = x w: ) — w: x cos e (P2: x I' = x w: — W: = rrt :. NOA �'' : x I: = x w: ) — w: cos 0: ) x cos 0: = F, - : NOA F' (I 3� F': -- 1 'r3 NOA F': Where to Obt in Information Where to Find RAS 127 Table I or by an engineering analysis prepared by a 1'.h -- ased on ASC:E 7 Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Calculated Average Tile Weight W NOA Tile Dimension's 1= length NOA w = width All calculations must be submitted to the Building Official at the time of permit application. ( BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL Drnsu N NOTICE OF ACCEPTANCE OA GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE? This NOA is being issued under the applicable rules and regulations governing the use of ccxU truction materials, The documentation submitted has been reviewed by the BCCO and accepted by the Building;t'kode and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Aothority Having Jurisdiction (Mil). 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 AH1(in areas other than Miami Dade CountA reserve the right to have this product or material tested for quality assurance purposes. If this product or mater fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A41 may immediately .revoke, modify, or suspend the use of such product or material within their jurisdiction. BOA 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 meat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Bulk -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. oity, 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 becnfiled 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 endor* ncnt of any product for sales, advertising or any other purposes shall automatically terminate this NOA. Felilure 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 Miami -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 qv its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists ct sages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC -4- 305751 '79 ABC SUPPLY 705 P01 MAY 19 '03 11:33 MZAMI- DOg COUNTY, FLORIDA METRO-DAB Ft.AOLFR BUILD • 140 WEST F1,AGI t snutzt ORM t603 M1A FLORIDA 33130.19'63 (303) X75 -290 FAX (303) 375 2g0a +3057510579 ABC SUPPLY ROOFING SYSTEM APPROVAL Sri Roofing Bulb-Category: , BUR askjEsm. Wood M xhnuacaeo Pt+esture -75 psf Fire C$i1 cztHou: See General Limitation X11 MADE NAMES OF PRODUCTS MANUFACTURED TABLE 1 Product GAF Asphalt Concrete Pr/zm r (MatrtxTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Matriem Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matriirm System Pro Aluminum Roof Coating Fibered 301) GAF letblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex Flynt 6 Pitmepsions 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 gallons ASTM 1227 1, 5 gallons 1, 5 gallons Test Specification 706 P02/13 MAY 19 '03 11:35 ASTM D 2824 Fibered aluminum anating. OR LABELED Y APPLICANT: Product cdnEl�.9 Asphalt concrete pijimer used to promote adhesion of asphaiy in built -up roofing. Granules for surfaing of exposed asphalt, cold process cement orAmulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt bletlded with a mineral ASTM D 3409 stabilizer and fibers: 'permits adhesion to wet and dry surfaces. 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cettunt 39.37" (l meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide ASTM D 4601 Asphalt impregnated itid coated glass that base sheet. ASTM D4601 Asphalt impregnated Itdd coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. . il OA No: 02. 040009 Ex f *don Date: 11104103 A rovai Date: 05123/02 Pop 2 of21 1 Product GAFGLAS Ply 44D GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS6 STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFrLA.S STRATAVENT Eliminator Perforated Nailable RJBERO1D® SBS Heat - WeldTM Smooth RUBEROID® SBS Heat - .Je 1d TM Granule RUBEROID® SBS Heat- WeldTht 170 FR RUBEROID® SBS Heat - WeldTM PLUS RUBEROID® SBS Heat - Weld PLUS FR. RUBERO1040 SBS Heat - Weldh 25 RUBEROID Modified Base Sheet Ruberoid 20 +3057518579 ABC SUPPLY Ruberoid Mop Granule Rlmenelot p 39.37 "(I ) wide 39.37' (1 meter) wide 393 ?" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide I meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide Teat 6.91011i i alien ASTM D 2178 ASTM D 3909 ASTM D 4897 ® 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM 0-6164 ASTM D -6164 ASTM D-6164 ASTM 04601, Type 11, UL Type G2 BUR ASTM D 6163 ASTM D 5 147 ASTM D 6222 ASTM D 5147 706 P03/13 MY 19 '03 11:35 Type IV asphalt impregnated glass tit with asphalt coating. Asphalt coated, glass•fiber mat cap met surfaced with mineral granules. Fiberglass base sheetprognated and coated on both sides With asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three size Fiberglass base sheet letpregnated and coated on both sides v asphalt. Surfaced on the bottom side wit tnineral granules embedded in asphaltic eoating. Non -Woven Polyester aiartoated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphiih and surfaced with mineral granules. Non -Woven Polyester rapt coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester nett coated with fire retardant polymer modild asphalt and surfaced with mineral gr rules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinlurced SBS- modified base sheet SBS modified asphalt baselheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat 8 ated with polymer modified asphalt and surfaced with mineral granules. N No: 02-0408.09 Expire +,. Date: 11/04/03 Approall Date: 0S/23/02 Page 3of11 +305'7518579 ABC SUPPLY • ?redact Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR A39tt ensteng 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37 "(1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) Wide 39.37" (1 meter) wide 39.3r (1 meter) Wide Test ibUWAnention ASTM D 6222 ASTM D5147 ASTM D 6164 ASTMD5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D5147 ASTM D 6248 ASTM D 5147 ASTM D 6164 ASTM 0 5147 39.37" (1 meter) wide 39.37" (1 meter) wide 0 0 7 2 706 PO4/13 MAY 19 '03 11:35 Pruct 1Deac Non -woven polyester oat coated with polymer modified aspth and surfaced with mineral granules. Non -woven polyester Oat coated with " polymer - modified asphalt and smooth surfaced. Non -Woven polyester that coated with fire retardant polymer modffed asphalt and surfaced with mineral granules. Non -Woven polyester eat coated with fire retardant polymer modified asphalt and surfaced with mineral Ofiewles. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. • Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen memlltne, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt: modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalitirnodified bitumen membrane, granule surfaeet. Non -woven fiberglass m4 'coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral gra4tes. Woven fiberglass mat coa$d with Polymer modified asphalt and surfeeed with aluminum. copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with fife retardant, polymer modified asphalt and surfaced with mineral granules. NO ,' No: 02- 04011.09 lExpirat jilt Date: 11/04/03 ApproE 1 Date: 0S/23/02 Page 4 of 21 43057510579 ABC SUPPLY Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt RIJIEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateTM Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeaiherCote® MB +(Matrix 715 MB Coating) TopCoat MB+(Matrix 7 15 MB Coating) WeatherCoter" (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (RuberoidOMB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive Teat Dionake PA 100(A) ASTM D 1929 ASTM D 635 5 gallons None S gallons ASTM D2S24, Type 1 100 lb. cartons, bulk 601b. kegs 39.37" (1 meter) wide 39.3T' (I meter) wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons ASTM 134601 ASTM D 3909 S m S m 706 P05r13 MAY 19 '03 11:36 Product aMigthi One way valve vent used to believe pressure with 1 the rno f 6uil Vent Stacks are available in metal GAF Vent Minersl collol bite ems! or plastic. alunjum flakes us elltulsian with Non fibered aht?ninum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types 1, II, 111 and IV SIBS modified qaphalt As als impregnated and coated, fiberglass Asphalt coated, gilts fiber mat cap sheet surfaced with minted granules. Fiberglass reinforel shingle underlayment Surface coating for. Smooth surfaced and mineral surfaced roofs. Surface coating for amooth surfaced and mineral surfaced row. urface coating for *tooth surfaced and ineral surfaced roof§. urface coating for smooth surfaced and ineral surfaced roofs S gallons Surface coating for stn Both surfaced and mineral surfaced roofl 5 gallons ASTM D3019 Cold Applied Modifie,1 SEES Asphalt Adhesive 5 gallons ASTM 03019 Cold Applied Modifed.SEBS Asphalt Adhesive — Flashing Grade. 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. Olt No: 02.0108.09 Explide Date: 11 /01I03 Apprbv I Date: 05f23102 Page Sof21 +3057518579 ABC SUPPLY , ;= (Ruberoid®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBES DID® Modified Bitumen Adhesive A!PROVED INSULATIONS: GAFTEMP Isotherm R, RA, RN & Polyisocyanurate foam insulation Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTrm GAFTEMP Parmalite Recover Board GAFTEMP GAFEDGE Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA Polyisocynurate /wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation PYROX White Line Product Nanse plmesreioj 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Tat 111811 eatlon ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type 1 ASTM D 3019 Type 111 TABLE 2 Product Description Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation 706 P06'13 MAY 19 '03 11:35 Intact Rgsidgijim Cold Applied Modified SEBS Asphalt Adhesive -- Flashing Grade. Standard Plastic Asphah Roofing Cement Standard Plastic Asptlt Roofing Cement Caulk Grade. Cold Applied Asphali :+Adhesive, Fibered aluminum costing. Non•fibered aluminutti• pigmented, asphalt roof coating, Fiber reinforced, rubtrized Adhesive Manufacturer (With Current NOA) OAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp, GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp BMCA BMCA Apache Products Co. Ap fiche Products Co. RDA No: 02. 040&09 Expt4iytton Date: 11/04/0 Aprovsl Date: W23/02 Page 6 01 21 a) APPROVED INSULATIONS: Product Name ACFoam 1, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perl !Insulation Dens Deck ENRG'Y -2 & ENRaY -2 PLUS, ikraGard Gold FiberGlass Roof insulation Seructodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 2. Product Name GAFTITE® (Drill -Tec®) 012 Standard Bt #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tee®) ASAP +3057518579 ABC SUPPLY 3. GAFTITE® (Drill -Tec®) Base Sheet Fastener and Plate 4. Gaivalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #12, #14 A#15 ,„. , • ssc {.: . • TABLE 2 Product Description Polyisocyanumte foam insulation Polyisocyanurate foam insulation Polyisocyanurate/periite ridged insulation Wood fiber Insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Poiylsocyanurate hoof insulation Rockwool insulation Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 706 P07/13 MAY 19 '03 11:36 Martin A $ Atlas Energy P rodtiets Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, inc. TABLE 3 Product .:Manufacturer . Description Dimensions (With Current NOA) Insulation fastener for GAF Materials Corp. steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. 3" and 3 W' 3" and 3 f" GAF Materials Corp. GAIT Materials Corp. GAF Materials Corp. GAF Materials Corp. Conuction Fasteners Inc. NCk4 No 02- 0400.09 &pirate Date; 11/04/03 Approto1 Date: 0 3/02 Pate 7 of 21 APPROVED FASTENERS: +3057519579 ABC SUPPLY Fattener Number Product Name • 7. Dekfast Hex Plate 8 . Dekfast Lock Plate 9. N12 Roofgrip Fasteners 10. Metal Plate 11. Oearlok Plastic Prate /2. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. lnsul -Fixx Fastener 19. tnsul -Fixx S Plate 20, Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Deeeriptlon Galvahuae hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre-assembled Insulation fastener and plate Polypropylene plastic plate 3.S" round galvalume AZSS steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate 706 P08/13 MAY 19 '03 11:37 Din 2 7 /8" x 3 ' /o" 3 "x3 %" 3" round 3" square. 3.2" Maoufee (With Current 140A) Constructio pars Construction Fasteners inc. ITW Buildex Corp. ITW Buiidex Corp. ITW Bulldex Corp. Johns Manville Olympic Manufacturing , Group, Inc. Olympic Manufacturing 3.25" round Olympic Ma Manufacturing Group, Inc. 3.5" round Olympic Manufacturing 3" round Olympic Inc. ympic Manufacturing Group, Inc. SFS/Stadler 3" round SFS/Stadler 3" round SFS/Stadler The Tru -Fast Corp. 3" round • The Tru -Fast Corp. 3" round The Tru -Fast Corp. NOA No: 02- 04011.09 Expire/314th Date: 11/04/03 Moves! Date: 03/23/01 Page 0of21 +3057518579 ABC SUPPLY EVIDENCE SUBMITTED: rstaggast Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factetr3 lMulual Research Corporation Dynatech Engineering Corporation Lynatech Engineering Corporation _ PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fi. jit rest Identl®er FMRC 1996 3.1. 2138A4.AM 3.1.389Q 1.AM J.I.ODOAS.AM J.Y. ODIAB.AM J.[. 0Y9Q5.AM 3.1. 3X3A2.AM J.I. 0Y9Q5.AM 13600.02.95 -1 44482.02.95 -1 GAF -012 -02 -02 GAF -020 -02 -01 02 -005 02 -014 Descri Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 706 P09/13 MAY 19 '03 11:37 Pigs 01.0196 07.02.97 01.08.98 07.09.99 0729.94 04.01.98 08.02.94 07.29.94 02.02.95 02.02.95 11.06.01 02.01.02 01.18.02 03.22.02 NGA No: 02. 0408.09 E:p1 11ias Date 11/04/03 App$$val Date: 05/231112 Paga 9 of 21 1 Deck Type I : Deck Description: Base sheet: +3 057518579 ABC SUPPLY •,:nom- . 9q�a�T /0/f Wood, Non - insulated New Construction or Reroof 19/33' or greater plywood or wood plank decks System Type E (1)i Base sheet mechanically fastened All General and System Limitations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT': Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTh Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 46, GAFGLAS Flex PIyh 6, GAFGLAS #75 B3tre 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -4S p. f, See General Limitation #7) GAFGLAS® Ply 40, GAFGLAS Flex PIyva 6, GAFGLAS #75 Bose Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or iii 4 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2 ":i.ide lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. • JMaxlmu s _ter -4 GAFGLAS Flex Ply". 6, GAFGLAS #7S 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 psf, See General Limitaf* n #7) ase Sheet or any of above Ba`a'sheets attached tct deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates. 12" o.c. in 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 -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTITE) 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 -Tee (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 -75 pay; See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6) ply sheet. #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered-in a full mopping of approved asphalt applied within the EVT range and at 8.tate of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS? Mineral Surfaced Cap Sheet altered in a full mopping of approved asphalt applied within the EVT range and ill a rate of 20-40 lbs. /sq. 706 P106'13 MAY 19 '03 11:37 NOA l'? 02- 0408.09 Expiration tat 11/04/03 Approval tat 05f23102 age 18 of 21 706 P11/13 MAY 19 '03 11 :38 ; +057510579 ABC SUPPLY Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 2011,s.lsq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COATWiEmulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 ga1Jsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gaLtsq. 2. Asphalt flood coat at an application rate of 60 lbs.sq. * 204%, plus gravel or slag with an application rate of 400 lbs.sq. & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCotcLOW -VOC applied at rate of 1 -1.5 gal/sq. N ®A Noi i02- 11408.09 Expiration :11/04/03 Approval e:OS/23/02 ;: ge19of21 +3057518579 ABC SUPPLY 706 P12/13 MAY 19 '03 11:38 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a met . anchor sheet. hAatcaily 2. Minimum W' Dens Deck or yS Type X gypsum board is acceptable to be i italied wood deck. GENERAL LIMITATIONS: fastened base or, directly over the n 1. Fire classification is not part of this acceptance, refer to a current ApVed Roo Directory fo fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached lag with Materials Product Control Approval guidelines. All other layers shall be adhered in a full mopping approved asphalt applied within the EVT range in compliance with attached using the fastening and ate rate of 20- 4 01bs.lsq•.,• or mechanically 8 Pattern of th 3. �1 ! standard panel sizes e top layer are acceptable for mechanical attachment. Whe asphalt, panel size shall be 4' x 4' maximum. applied in approved 4. An overlay and/or recovery board insulation foam insulations when the bas sheet is fully panel is required on all applications over closed refl shah be applied using spot mopping with mopped. If t, recovery I:oa tn j used the base sheet mopped 8" ribbons n in three rows, approved asphalt, 12" di +vs. one at each sidetap and one down thetcentbr of sheet allowing a continuous area of ventilation. Encircling of the strips is not ace laced every 12' in each ribbon to allow cross ve acceptable; A 6 p break shat( be c a minimum rate of 12 tbsl ntilation. Asphalt application of either s st be design pressure of-45 pa{ Note: Spot attached systems shall be i Y eat shall S. Fastener spacing for insulation attachment is based on a ienrted to a maximum 2751bf., as tested in compliance with Testin g A pplication Standard TAS 105. Vibe fastener value, Minimum Characteristic F as field - tested, are below 275 Ibf insulation attachment shall not be acceptable.. Force (F') value of 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane astach on a minimum fastener resistance value in conjunction with the maximum design value listed wit i a specific system. Should the f meet is based a specific i Official, a revised fastener er resistance be less than that required, as d h n Engineer, Architect, or Registered R Consultant may be submitted. q determined by the spacing, prepared, signed and sealed by a Florida Registered shall utilize the withdrawal resistance value taken from Said ravipd fastener spa and m Testin nd calculations in compliance with Roofing g Application Standards TAS 105 a 7 • perimeter and corner areas shall comply with agar Standard RAS 117. areas. Fastener densities shall be increased forte enhanced uplift pressure reQairements of these compliance with Roofing Application S both insulation and base shy as calculated in referred within this NOA, General Limta talon #9 S f 17. e p pl th Limitation is specifically i 8. All attachment and siting of perimeter milers, metal wiU not be applicable.) .� shall conform with Roofing Application StanStandard profile, and/or flashing termination designs 9. The maximum designed pressure limitation listed RAS 111 and applicable wind loml requirements. field, perimeters, and corners). Neither rational analysis, 11 be applicable to all roof enhanced p er me tering at enhanced pressure tied for zones (i.e. nor extrapolation shall be permitted enlace this limitation is specifically zones (i.e. perimeters, extended corners be pecifically referred within this NOA, General `a comers). applicable.) raIanrttao E!7 will not END OF Tins ACCEPTANCE NO Expire APP Po: 024408.09 Date: 11/04/03 Date: 011/21102 Page 21 of 21 ROOF COVERING MATERiALS (TEVT) Rooting Systems (FGFU)- Contfnrted GAFGLAS frees Premium Base Sheet may be used in any of the following systems. GAFggiae Flex Ply 6" is a suitable alternate to "GAFgtas Ply "GAF7EMP Pennalite Recover B;tir4" may be used fn lieu cif any p erk* insulation in any of die following NC Clasaifit Lions. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumet membranes. "Ruberoid Heat Hind" SBS roofing nieudnaner may be used its lieu of • Mop" SBS products in any Classification. Class A 1. Deck 015/32 Incline 3 Insulation (OpdamnaA: One or more layers perlite. wood fibe1, glass fiber, isacyanurate, urethane. partite/isocyanurate composite perlite/ urethane composite wood fibet/isocyamrate composite. phenolic any thickness. Ply Sheet Three or more layers Trpe Cl " GAFGLAS Ply 4" or "GAFGLAS Ply 6". hot mopped. Sulfating: Crawl. • 2. Deck C43132 Indh e 2 laudation (Optional): One or more layers perlite, wood abet glass fibet isoeyanurate methane. perllte /uocyantrate composite, perlite/ urethane composite. wood fiber /tsocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers type C1 "GAFGLAS Ply 4" or " C..A.GL AS My 6". Cap Sheet One Layer Type G3 "GAPCi.AS Mineral Surfaced Cap Sheet" • 3. Deck, NC Inclines 2 insulation !Optional): One or mon layers perlite, wood tibez fiber isocyanunate. urethane, penile /pocyanurate composite. 'te/ urethane composite, wood fiber /isocyanurate composite, pheno rc, 2 M. max. • Ply Sheet Two or more layers Type GI " GAFGLAS Ply 4" or "GAF - CLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: KC iodine I / 2 laudation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheets Any UL Classified gravel surfaced sass A asphalt glass fi Deck C -15/32 Slip Sheet (Optional?: Red rosin papet nailed to deck. Base Sheet: One layer of Type C2 "CAFGLAS 1175 Base Sheet" (may be na ledi. Ply Sheet One or more layers of Type GI " GAFGLAS Pty 4" or GAFGLAS PI 8 ". Cap Sheet One layer of Type G-3 " GAFGLAS Mineral Surfaced Cap S .. le NC Hale Sheet One layer of Type G2 " GAFGLAS 475 Base Sheet". Ply Sheep One or more layer of Type CI " GAFGLAS Ply 4" or ,/ G PIy 6 °. Cap Sheet Cane layer of Type c,3 " CAFGLAS Mineral Surfaced Cap Sheet ". 7 . Deck 045/32 Incline 2 bsanlation: One or more Layers peruse. glass !Ibex isocyanurate, ,ue. thane. perlite /tsocyanurste composite, perilte /urethane composite, phe- nolic. IS in. min (onset from plywood Wines 6 in.), Sere Sheet One or more layers of Type Gt. G2 or G3. Mealtime: One or more layera of "Ruberoid Torch" (smooth or granule). "Ruberoid Ruch Phan" (granule), "Rubero(d Mop" (smooth at granule) or "ltuberold Mop Picts" (granule). Cap sheet "GAFGI A$` Mineral Surfaced Sheer, hot mopped. Deck Co5/32 Whet 2 Inauiatton (Opdu%alh One sr more layers palm wood abet Odd Gber, tsocyalsurate, urethane, perlite/isocyarturase compealla petite/ thickness. urethane politt wood fiber /isocyannnta composite, pitereme, arty Base Sheet Two or mote layers of Type t21 or c,3. 1 Sheet (Opriondhh nor awe lira of GI. Mery of b ubssaid Toed. " (moth at 5 . gratude1 "Ruberotd Torch Phan" (granule), "Rubentld Mop' (women or granule) our "Ruberotd Mop Plus" (granule). 706 P13"13 MAY 19 '03 11 : ;P305'75195 9 ABC SUPPLY 3H • atm ROWING MATERIALS AND SYSTEMS DIRECTORY . a 2. 3. 4. fi. 1. 1. ROOF ©OVERI14 MA R1A Roofing Systems (Tc J)— CorrNnued Cap Shed: " GAFGLAS Mineral Sdeleced Cap Sheer, tat mopp Class iI Deck: C -15/32 indite: 3.1/2 insulation (Optional): One or n ore.4ayers pealite, wood fiber gksa Abet isoeyanurate, urethane, partite/ksocyatturate urethane composite, wood fiber /isocyvhurare composite, � y thickness Ply Sheet Two or more layers of i'pe GI " GAFGLAS Ply 4" or " GAFGLAS My 6" Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C4S /32 Iodine 3.112 insuladom (Optlonalk One or more layers perlite, wood fibet glass fiber, isocyanurate. urethane, petite /t34 composite. petite/ urethane composite. wood fiber /isocyenurate composite, phenolic. any thickness. Base Sheet Two or more layers of Type Gl. G2 or G3. Membranes One or more layers of.'. Torch" (smooth or granule), "Ruberoid Torch Plus" (gten "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (grit+ W e). Cap Sheet: "GAFGLAS Mineral Snidest! Cap Sheet", hot mnpped. Class C Deck C•15/32 bitline: l/2 Insulation (Optional?: One or more ?niers partite wood fiber, lass fibet isocyanurate, urethane, pertite/teeyanurate composite. petite/ te/ urethane composite. wood fiber,iaocya Curate composite phenolic, any thickness. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". COAL TAR FELT "Special YStEMSBt sq HGE ROOFING COAL TAR Class A ' Deco: C -13132 iris' ne: 1 /I Inautatton (Optional): One or more laigjrs pertire, wood fiber glass fiber, isoeyenurate, urethane. perlite /isotgantrrate composite, perlite/ urethane composite, wood fiber /isocyanurare composite, phenolic. any Midtriess. Ply Sheet Three or more layers of Tyre GI " GAFGLAS Ply 4° or " GAFGLAS Ply 6 ". hot mopped with anther er bitumen. Surfacing: Gravel. • COMBINATION HOT AND Ci3tD SYSTEMS Class A Deck: NC iodise: 2 Insulation tOpdonalh One or more layef#.perlite, wood fiber or glass abet; 2 in. max. Ply Sheet Three or more layers Of Type Gi " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Costing at 1 -1/2 /se• Decks NC incliiner 1 Iron fOpbanall: One or more (ayesa peril*. wood abet aleris 6bet isocyanurate. urethane, periherisocygturate composite. perbte/ urethane composite. wood fiberbsoceenuratt composite. phenolic. eny thickness. • WI Three or more layers of Type (",1 " GAFGLAS Ply 4" or Pty 6 ". Surfacing "Weather Cwt Emulsion' at 3 gt41 /sq. Decks NC Incline 1/2 aalatiom One or two layers "Isotheress l 'i 4 in., ho m ped • Ply Sheet Any UL Classified gravel surfaced Class A t �s • fibs+ meat system. Dee& NC htdltitp:2 Insulallod (Optionaik lsocyanurate. perk i cyanurate/composite wood fiber and glass *bet any thickets, fallen d. Base Sheet One ply Type GI or Q fasterted or hot Ply Sheet One oe more plies Type Gl or Gfikdhared with hot rooftree baa�ott tOpefeha� PMt4nt,�a (r'lte4. polarwnt4 wood abet medrantodly Wetted, any dhiu�mtes. t. urban. • t Faced Roof Coating**. 14/1 "GAF Premakun eq or 'GAP Weather Coen Emulsion ". 3 /sq. NJ[ LOOK tftOA INSAS. IMai[ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1024 Printed: 7/29/2004 Applicant: Owner: JOB ADDRESS: 602 NE 96 Contractor JOHN BUSTA Local Phone: 305 - 219 -9699 Parcel # 1132060141410 Signed: (INSPECTOR) Building Permit ST Contractor's Address: 300 NE 91 ST Permit Status: APPLIED Permit Expiration: 1/22/2005 Construction Value: Work: RE -ROOF FLAT DECK Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 1 TO 10 INC BLK 61 LOT SIZE Total Fees: c Total Receipts: $0.00 .9- 51..(c17 Fees: FEE2004 -7705 FEE2004 -7706 FEE2004 -7707 FEE2004 -7708 FEE2004 -7709 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $275.00 $3.60 $1.20 $6.88 $15.00 $301.68 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION TAX FOLIO NO /1 312 PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS: 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: A. 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: OO 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: IJ Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners 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: re a .. •� V 0" ei LL J ate is 1 cyear_ . _the dat4 of recordingcunless a ) Alb 4-41 ,.weo, LORRAINE KELLER r Notary Public - Stata of Florlde _ .s' i MyCannisEtnExpIresApriEL Commission 8 DD . 109728 340 /.Pr• - 3�357 4 9. Expiration date of this Notice of Commencement different date 'soecifi` Signat of Owner Ofilft OF 0_ 09i Ofi, OF pp. 0 � ., w,ir)triopi,s! 1,r, . f A . Print Owner's Name Sworn to and subscribed before me this day of Notary Public !' - Print Notary's Name L— rNe' My commission expires: _ape ► ��—r — �� 11111511111111M111 mI CFN 20048063028° OR Bk 22517 Ps 1471; (fps) HARVE CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE t2' 3--41.41 Otz.,47-4 BUILDING PERMIT APPLICATION FBC 2001 City Miami Shores Village Contracttorr''s,Address 3 /Cf Cit /a /dov/ Qualifier 1401,/ $ Value of Work For this Permit Type of Work: Describe Work: Submittal Fee $ 53 ,OO Permit Fee $ Notary $ Scanning $ /r (Continued on opposite side) Training/Education Fee $ Radon $ Total Fee Now Due $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) #4'4' 90 4,, Pone # ; 6o2 /vE 94 Jr T Owner's Address F - _ -,�_ City/ /A,4f' State / Zip 33 / 3 F Tenant/Lessee Name /CM Phone # X(// Job Address (where the work is being done) 6 02- , Is Building Historically Designated YES NO X �E �cr.� ©�j(� &0779/69/C46--/— Phone # 30_5 �! 9 . 9 t Q `? 7 Contractor's Company Name Architect/Engineer's Name (if applicable) A./ Phone # it/A ❑ Addition ['Alteration ❑New FZA7 ,417 44 County Miami -Dade Zip State / .C. Zip 33/3g * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Code Enforcement $ �' Structural Plan Review. $ Square Footage Of Work: RECEIVED Jill. 2 6 2O Permit No. () ON 1 324 Master Permit No. 5P Repair/Replace ❑ Demolition CCF $ 7 6 V C /C Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's AddresF, City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD .A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Sign: Prin My Co Chc 12/15/03 APPLICATION APPROVED BY: Signa Contractor Owner or Agent The foregoing instrument was acknowledged before me this The foregoing; instrument was acknowled ed before me this3 day of u.. 20 , by day of J U IL. , 2004", by dh'� R.- j3 u . who is person . ly known to me or who has produced who is��ersona i4" known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY .. PI J�I3LIC: Sign " * _ % R;y�r `�..: Prinl • �.. 4 ", t , ...: :: Nei i,'€� 7 i y�fyA`s" ommssion • j+ I My I .o , =win I By National Notary * * * * * * * * * * * * * * * * * * * * * * * * *** ** * ** * •* * * * *..* :. * * . * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Cornpetency No. ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** . j"'****************** * * * * ** * * * * ** * * * * * ** * * * * * * * * * * ** JUL 2 8 1004 Plans Examiner Engineer Zoning A 6 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractors Name `I U /�� 3, Job Address _ iU 96 C ROOF CATEGORY ® Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set The ❑ Asphaltic ❑ Metal Panenhingles ❑ Wood Shingles/Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes NoC ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof ■! Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep loped Roof. Area (SF) Total (SF) /z /Z Section B (Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identity dimensions of elevated pressure zones and location of parapets. E ..a E.1'EC1 :EEE1■111...■a■a11 :1C. 1 . E'a''C •EE 1E:a ° . c . ■.E .a ■.■. ■■■ ■a.a.■ manor C .... u.. u . .EEEc ; ;; sE1�E�.e6:: E =�E19111111. E E E'Ci+ °'C""'•CC C ■ ■C■ 111111111111111 E " .C■ ..CE� ' •' C dill . u ■.a:�CCC•.. it C C CC .CCCC :C ■ ' 1/1 . ■E C CCC ' .C • C ■ C ar ..0 •ir. CC ..E ■.C.. a C. 6:10141111111111111011111 EE EE C ■ CCC ..0 E. a ..'CC. ■..u.E.ECCC■ ■ ■EE E Pa E ■ .. ■ CC E. EECCE •CCECC CCO°•CC C' C ......0 ....CCCC C • C C ■E .■ .....r C■ C ■E C . C.. C ■ CC Ill .. .0 ■Ei uu•■ u■y ■. a■ap,•a■„E....".u.. E.0 E ■aE .a.. E E . C C■: �.r C E E p ■C� :.rrC C!i■til■ ■C . ■.0 C CCC•■ ■ ■E. EE ■■ C E. G ■ ■ ■ C.0 a . ■ .ir.' Toils E E . C Ca■ .E..■ ■ .. ■ . . :.. . C.� . ? C ■C . I t_.r, E E CAC. ■.a■ C C. EG... uuu• ; .tellE EE..E ■ C ■ C E . iimm C CC" CCE: CC `CC C• :':..E E ; uuuu •� um ••.u. ■m iu E ■ . ■ ■.EE .0 E C • E • r t E• now EEE Till ■E■aa -E E■ ECCCCE i •E C " ■■C; • ■ECC E E E MI E�" l E C' E c • u•. • C• sa � �i�;EEEEr:� 'E : � E C ' E� :� E' E C" Eu• as E: E EE ■ ,■ .. ■r� E a ..•. EE . C •CCCE C:C'E.CC.EEEEC. 'r a ..ui..ECCC• MO C C CCE�p .. E E E. C ...u. ■�i C. aI.EEEEEE' CC EE E ■ C C E. E u■ G ■C Ep ■ . u■■ CE■. Ca pp ■k■ : C ► , u E CEC C �;CC E C ■" ■ CE 411114 �, CC . : 4 EE u . i :C ■ ' ■ E ■E C ■• '�. a ' 'r F .. C uu ■ r E C :C E . C . 'A r.. p■ �.p ■ ■■ ■ �g , lil E C CEr l E ■ T , * C. •CCCL. C _ E.CC .q C - r.■ 111111111 ■ III!' ■ E GiG MI *Asa IC - C■C ■:CECCC a Ci C E C . . ,420u halt: • ' 1,' 123_01 -48 5/03 PAGE 2 g my; n`� s Roof System Required Sections of the Permit Application Form A,B,C Attachments Required See List Below 1,2,3,4,5,6,7 Low Slope Application Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1 . Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acce . tances 5. Municipal Permit Application 6. Owners Notification for Roofing Considera (Re- Roofing On ly) 7. Any Requiired Roof Testing /Calculation Documentation 123_01-48 5/03 PAGE 1 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED: I Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Flinn Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used identify as "NA') / System Manufacturer. 7) Section C (Low Sloped Roof System) NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, From the Specific NOA System: Deck: Type: z Gauge/Thickness: 1 7' / / /LI /i✓• SiopeX3 Anchor/Base Sheet & No. of PIy(s): /U /� And Sheet Fastener/Bonding Material: Insulation Base Layer. l d Base Insulation Size and Thickness: '37b � o 4)5 Base n ation Fast n i v49Material: Top Insulation Layer./ J// Top Insulation Size and Thickness: /VA To lmulation Fastener/Bonding Material: N /PLY Base Sheet(s) & No. of Ply(s): By r jl TA is 3 Pty Sheet(s).& No. of Ply(s): 641- Ply g,A e /`P/" t/ I: fy y1 Z £u& 02nAlz'P are Top Ply: Top e s g, ( ` /P! e. n PA/iQ /? Surfacing: AO — �'' al- 'lieFD Fastener Spacing for Anchor/Base Sheet Attachment //L / A,0 AftEQ Field: ' oc ©Lap, # Rows Perimeter. oc @ > Rows ' oc Comer. oc @ Lap, # Rows c' ' oc Number of Fastenerp Per Insulatio Board FaM Field Illus omponents No nd alas as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that with RAS 111 and Chapter 16. C4'/6&E s Mr o SW-- MW6/4/ /cA FAC747{10 -' Trefrzymf meter omer P LY CAF . r1PATTMEAIT /! a f � li1f Gcar Parapet Height Mean Roof Height 123_01-48 5/03 PAGE 3 Roof System Manufactu Notice of Acceptance Numb r: Minimum Design Wind Pressu s, If Applicable (From RAS 127 . r Calculations): P1: P3: Maximum Design Pressure (From the NOA Specific System): Method of tile attachment: Section D Stee • SIo • ed Roof S stem Roof Slope: : 12 123_01-48 5/03 PAGE 4 Ridge Ventilation? Florida Building Code Edition 2002 High ocity Hurricane Zone Uniform Permit Application Fonn. Steep Sloped Roof Sy Deck Type: ype Underlayment: nsulation. Fire B er: Mean Roof Helg : astenerType & Spec! dhesive Type ype Cap Sheet oof Cove m Description Type dge ng: Size Drip Where to Obtain ■ ormation Description Symbol Where to find e .., gn Pressure Pl or P2 or P3 RAS 127 Table 1 . by an engmeaing analysis prepared by PE based on ASCE 7 M. Roof Hei_., H Job Site Roof Slope 0 Job Site EKON 3:12 NOA Restoring M. , . ent due to Gravity M NOA Resistance Mr NOA ' ..L111 . Moment Resistance hii Calculated Minimum ttac1ment Resistance F NOA R -; , -. .lift Resistance Fr Calculated A - : Tile W ' : t W NOA Tie Dimensions 1= length w= width NOA All cal.. : , ons must be submitted to the Buil .... Official at the time of permit appli.: • on. M Required Mome Resistance* • l a 1 20' 25' 30' 40' 9 Roof Slope 212 34 36.5 T. EKON 3:12 32.2 34A T. MAI 4:12 30A 32.2 I �. 5:12 28.4 30.1 31.6 32.8 6:12 26A 28.0 29A 30.5 7:12 24.4 25.8 _ . •0 123_01-48 5/03 PAGE 5 For Moment b for M with the val values, for each ar Method "Moment Based Tile Calculations ,' er RAS 127" (Pt: z A, - Mg: =Met NOA r4 (P2: z A, rs — Mg: - NOA 111 (P3: z A, _ — Mg: = NOA Alf Required Moment of Resistance ) From Table Below *Must be used in conjunction with a t o oment based tile systems endorsed by the Broward County Board of Rules and peals. For Uplift based tile systems us Method . Compared the values for F' with the values for F If the F' values , e greater an or equal to the F, values, for each area•of the roof, then the tile : ,.: chment met od is acceptable. Method 3 " i plift Based Tile l culations Per RAS 127" (P zl: = z : =_) -W: z •s9: = F NOA (P =I: = w• = ^ ) -W: x : - F NOA (P : z 1: = z w: _ ) - W: z cd: e: = Pa: NOA F' Florida Building Code Edition 2002 H , h Vol— Hurricane Zone Uniform Pernik • 1. !cation Forth. Section E (Tile Calculations) tale systems, choose either Method 1 or 2. Com the values es from Mr. If the M values are greater than 1 equal to the Mr of the roof, then the tile attachment meth : acceptable. Method 2 "S piffled Tile Calcuiati ' Per Table Below" NOA M • k • •w • HIGH VI:IOC-VP .ION Rig ONVINIEft::; 1 p0141\14; CONS11.).ERATI()M.; . 1524,1 As it pertains to this section, it is the responsibility of die roofing contractor to provide the owner with the required roofing permit. and to explain to the owner the content or this section.. The provisions of al 15 of the Florida Building Code, Building govern the minimum requirements and standards of the indostry for roofing system installations. Additionally, the following items be addressed as part of the agreement: between the ()writer and the cOntractor. The cavilers initial in the adjacent box indicates that the item ha:i been explained. kes tlietics-Workmauship: The workmanship provisions of Chapter 15 (High Velocity Ilini • the purpose of providing, that the roofing system meets the wind resistance and water intrusion Z. • • peAnnuauce standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship ptoyisions. Aesthetic issues such as color or architectural appearance, that are not part of a .zoning code, should be iidiressed as part oldie agreement between the owner and the contractor. 2. Renitiling Wood Decks: When replacing roofing, the existing wood roof deck may have to he I in accordance with the current provisions of Chapter 16 (High Velocity Hurticane Zonesf of the Florida Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common 11001S: Common roofs are those. which have 110 visible delineation between neighboring i.e. townhouses, condominimns, etc.). 'In buildings with common roofs, the roofing contractor aiidfot Id notify the occupants of adjacent units of roofing; work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ley rom below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not he acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Poliding Water: The corrent roof system. and/or (leek of the building may not dram well and may water to pond (accumulate) in low-lying areas or the roof. Pointing can be an indication. or structural distic and may require the review of a professional structural engineer. Pouding may shorten thc IiI expectancy and performance of the new roolitig system. Ponding may not be evident nntil the origina rooting system. is removed- Pontling- conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the root is not lat tc,d f a build up of water. Perimeter/edge walls or other roof extensions may bid& this discharge ir o erllow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in act: lance with die Florida Building Code., l'Iumbing. 7. Ventilation: Most roof structures slionlif have some ability to vent natural airflow through die erior of the staid assembly (the building itsol(). The existing amount of attic ventilation shall not bc edliced. It may be beneficial to consider ailditioual v enting which can result in extending the service life of the roof. 07 Intl C. 6.1 Sre YID OE t VIV.V.(.1 ttlf 4 A 11111.ti, Signature (IMAM I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 BCCO (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Concrete Decks. 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 Miami -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 #01 -0712.14 and consists of pages 1 through 41. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 1 of 41 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matri System Pro Aluminum Roof Coating Fibered 301) GAF Jetblak All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt GAFGLAS® #75 Dimensions 5, 55 gallons 60 lb. & 100 lb bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons Roofing SBS /APP, Modified Bitumen 1001b. cartons, bulk 39.37' (1 meter) Wide Concrete -495 psf See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Specification Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Mineral colloidial bituminous emulsion with reflective aluminum flakes. ASTM D2824, Non - fibered. aluminum pigmented, asphalt Type I roof coating. ASTM D312, Interply mopping and surfacing asphalt Tpyes I, II, III and IVi ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 2 of 41 Product GAFGLAS 480 • Ultima"" Base Sheet GAFGLAS F1exP1y 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat- WeIdTm Smooth RUBEROID® SBS Heat- We1dn Granule RUBEROID® SBS Heat- We1dT" 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID® SBS Heat -Weld PLUS FR RUBEROID® SBS Heat - Weld"" 25 RUBEROID MOP Smooth RUBEROID ULTRACLAD® SBS Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 101 ib. Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D5147 ASTM D6298 ASTM D5147 Product Description Asphalt impregnated and coated, fiberglass base sheet. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt. Does not have a factory applied surfacing. Woven fiberglass mat coated with polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 3 of 41 Product RUBEROID MOD Asphalt, Asphalt L & Asphalt P RUBEROID® Modified Base Sheet Ruberoid® Mop Granule Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid® Mop 170 FR TopCoat® Surface Seal SB (Matrix) GAF WeatherCote® MB +(Matrix) TopCoat MB+ Matrix WeatherCoteTM Matrix Low VOC Dimensions 601b. kegs 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D4601 Type II, Type G2 BUR ASTM D 6222 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product • Description SEBS modified asphalt Premium glass fiber reinforced SBS- modified base sheet. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer •edified asphalt and surfaced with mineral granules.i Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31 /03 Page 4 of 41 Product Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered Vent Stacks (metal and plastic) t APPROVED INSULATIONS: GAFTBMP Isotherm RA, RN & Composite GAFTEMP® Composite A & N (BMCA)G Product Name rr o Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Fiberboard EnergyGuard Perlite EnergyGuard Recover Board EnergyGuard High Density Fiberboard PYROX White Line Test Specification ASTM D3019 ASTM D3019 Product Description Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. ASTM D4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non- fibered. aluminum pigmented, asphalt Type I roof coating. PA 100(A) One way valve vent used to relieve built -up ASTM D 1929 pressure within the roof system. GAF Vent ASTM D 635 Stacks are available in metal or plastic. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Apache Products Co. Apache Products Co. NOA No 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 5 of 41 APPROVED INSULATIONS: Product Name ACFoam I, II & Composite ISO 95+ Wood Fiber High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens Deck ENRGY-2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Foamglas Board Multi -Max APPROVED FASTENERS: Fastener Product Number Name 1.. GAFTITE® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener 2. GAFTITE® (Drill-Tec ®) ASAP 3. GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate 4. Galvalume Plates (Drill- Tec® Metal) 5. Polypropylene Plates (Drill -Tec® Plastic) 6. Dekfast Fasteners #14 & #15 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Expanded glass insulation board. Polyisocyanurate roof insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre- assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 3 " and 3V2" 3" and 3'h" Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. generic generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. Pittsburgh Corning RMax, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 6 of 41 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. Olympic Fastener #12 & #14 10. 11. 12. 13. Olympic G -2 14. Olympic Standard 15. Rawl Drive 16. Rawl Plate EVIDENCE SUBMITTED: Test Aeencv/Identifer Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Fluted Nail (Con -Tite) Olympic Fastener ASAP Olympic Polypropylene TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3" round galvalume AZ55 3.5" round steel plate 3" round galvalume AZ50 steel plate Insulation fastener for concrete decks 3" round galvalume AZ55 3" round steel plate Name Current Insulation Attachment Requirements FMRC 4470 - PA 114 J. FMRC 4470 - PA 114 J Class 1 Class 1 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 Manufacturer Dimensions (With Current NOA) 2 7/8" x Construction Fasteners 3 1/4" Inc. 3" x 3 1/4" Construction Fasteners Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" round Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3" round Olympic Manufacturing Group, Inc. Powers Fasteners, Inc. Report Date FMRC 1996 01.01.96 L ODOA8.AM .1. 2B8A4.AM J.L 3005640 J.L 3006845 J.L 3005175 J.I. 3005177 J.I. 3007500 J.1.3008178 J.I. 3010215 J.I. 3009788 Powers Fasteners, Inc. 07.09.97 07.02.97 11.09.00 10.17.00 05.23.00 05.19.00 06.15.00 12.27.00 03.01.01 03.28.01 NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 7 of 41 Test Agency/Identifier Independent Roof Tcsting & Consulting of South Florida Exterior Research & Design, LLC Underwriters Laboratories, Inc. Name Report PA 114, Appendix "J" Wind Uplift Fire Resistance Classification UL 790 - PA 114 IRT Reference No.00001, No.00002 #4483.04.97 -1 R1306, 00NK07638 Date 03.30.00 06 -06 -97 07.17.00 NOA No: 03-0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 8 of 41 17. Min. 15/16" Fiberglas or 1/2" ( GAFTEMP®) PERMALITE® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Maximum Design Pressure —90 psf (See General Limitation #9) Insulation Maximum Design Pressure Table A Insulations 16. Base Layer: Min. 1 GAFTEMP® Isotherm R, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, E'NRG'Y -2 +, AC Foam I, II, UltraGard Gold, Multi -Max adhered to the concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs. /sq.. Top Layer: Min. 3 Aa" BMCA or GAFTEMP® PERMALiTE ®or other approved perlite insulation board adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs./sq.. Maximum Design Pressure —157 psf (See General Limitation #9J The following assembly is approved to a maximum design pressure per Insulation Maximum re Table B. No substitutions shall be made: Concrete, primed ..: :al t • , lies of GAFGLAS® #75, GAFGLAS #80 Ultima, GAFGLAS® PLY 4, GAFGLAS Fle ' y ' , .: a 1 1 Modified Base sheet RUBEROID® Mop Smooth or RUBEROID® 20 mopped directly to ' Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 2 See Insulation Maximum Design Pressure Table B below. Design Pressure is dependent on Ite t his s Install one ply o fi AFGLASO STRATA Eliminatorml Perforated, lose laid dry (Optional, required if membrane is APP /S$S Heat -Weld) One or more plies of RUBEROID® 20, GAFGLAS® PL GAFGLAS® FlexPlyTm 6 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- lbs./sq. e or more plies of RUBEROID® Torch Smooth, RUBEROID® Torch Granule, UBEROID® Torch Plus Granule, RUBEROID® Torch FR, RUBEROID® Torch 170FR or RUBEROID® 20, RUB 01D® MOP Smooth, RUBEROID® MOP GranuleJRUBEROID® MOP 170 RUB '` EROID® ULTRACLAD'�, RUBEROID® .30 and RUBEROM® 30FR, UBEROID® MOP PLUS and RUBEROID® MOP FR or RUBEROID® SBS Heat -Welem PLUS, RUBEROID® SBS Heat Welder PLUS FR, RUBEROID® SBS Heat- Weld'M 170 FR, RUBEROID® SBS Heat- We1dTm, RUBEROID® SBS Heat- We1dTm Smooth and RUBEROID® SBS Heat - Weld''"' 25 applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following 1. Asphalt flood coat at an application rate of 60- lbs. /sq. t 20%; plus gravel or slag with an application rate of 400 lbs.sq. & 300 lbs. /sq., respectively. 2. MatrixTm System Pro Aluminum Roof Coating Fibered 301, (GAF Premium Fibered Aluminum Roof Coating) at 1.5 galJsq. or Matrix 305 Fibered Emulsion (GAF WeatherCoat® Emulsion) at 3 gal. /sq. (for Torch Smooth applications only). 3. One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within its EVT range and at a rate of 20- 40lbs. /sq. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 38 of 41 3. (Optional) Base Layer: Min. 1" GAFTEMP® Isotherm RA, GAFTEIvIP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of 20-40 lbs. /sq. Top Layer: Min. 3/4" BMCA or GAFTEMP® PERMALITE ®or other approved perlite insulation board or Min.' " BMCA or GAFTEMP® High Density Fiberboard (c) or other approved High Density wood fiberboard or Min. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbsisq. Maximum Design Pressure –90 psf (See General Limitation #9) 4. (Optional) Base Layer: Min. 1" GAFTEMP® Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N mopped in asphalt at the rate of 20-40 lbsisq. Top Layer: Min. 3 BMCA or GAFTEMP® PERMALITE ®or other approved perlite insulation board or Min. Sh" BMCA or GAFTEMP® High Density Fiberboard (c) or other approved High Density wood fiberboard or Min. 1" BMCA or GAFTEMP® Fiberboard (c) or other approved wood fiberboard adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs. /sq.. Maximum Design Pressure –90 psf (See General Limitation #9) 4. Top Coat Surface Seal, Top Coat MB Plus, GAF WeatherCoteTM or WeatherCote LOW -VOC. Insulation Maximum Design Pressure Table B Min. " GAFTEMP® Isotherm RA or GAFTEMP® Isotherm RN mopped in asphalt at the rate of lbs. /sq. um Design Pressure –150 psf (See General Limitation #9) (Optlo yer: Min. 1" GAFTEMP® Isotherm RA or G asphalt '— phalt at the rate of 20-40 lbs./sq. Top Layer: Min. 'A" Dens -Deck mopped in asphalt at the rate of 20-40 lbs./sq.. Maximum Design Pressure –240 psf (See General Limitation #9) NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 39 of 41 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. NOA No: 03- 0430.13 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 40 of 41 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- 40lbs. /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 lbsJsq. Note: Spot attached systems shall be limited to a maximum 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 nailers, 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 corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products lis 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- 0430.13 Expired= Date: 11/06/08 Approval Date:10/31/03 Page 41 of 41 172 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite, phenolic, 1 -1/2 in mid. • - Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /s or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/ min, isocyanurate, urethane, perlite /isocyanurate composite, p urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type Gl "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/t2 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY ite/ heet", oth). embrane: One layer o FR" (granule) >17. Deck: NC Insulation (Optional): urethane, perlite /i Base She • • 19. 20. 21. 22. 23. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEV1) Roofing Systems (TGFU)— Continued Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 70 FR" (granule). 16• Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): 0 • : ore layers of Type G -1, hot mopped in place. One layer of "Ruberoid Torch" or "Ruberoid Mop" uberoid Torch 170FR" or "Ruberoid Mop Incline: 1 ite, fiber glass, wood fiber, isocyanurate, nurate composite or phenolic. e or more layers Type G2 or G3 base sheet, hot mopped • e anically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", " Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies Gl or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1 /2 gal /sq. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. 24. D 25. I 26. 27. 28. 29. 30 3 Dat Type Insp' Permit No. Na e Address Company Phone # Inspection Date Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request MIAMI SHORES VILLAGE BUILDING DEPARTMENT o p 305- 795 -2204 Building Inspection Request I \ Name Address Company Phone # Type Insp'n Permit No. Q L Inspection Date Approved Correction Re- Insp'n Fee cD )9 �ay Type Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 ..- Building Inspection DateCf I 7 A 1 A 0 qc J7 0 a ) C 111z Inspection Date / Approved Correction Re-Insp'n Fee Date Type Insp'n Permit IAL Name WeLS Address Company Phone # Inspection Date Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT it/ 305- 795 -2204 Building Inspection Request Pal Dat Type Insp' Permit No. Na e Address Company Phone # Inspection Date l ) 1 ) O Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request �l2 • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address a'2 /U - 96 Sr. Date c y�. Legal escription / Lessee / Tenant /fdiftt 5/74 s , `5�3YTi I ' 4tii{ Master Permit # 7OZ Owner's Address 6a2 /�� 9,65r. <j i9Z s/,4 / 33/38 Phone - Ar - ,/- 95r/ eac f 4. Contracting Co. `STS izOgrkg 6. Address ,Z/ %a O/* i&1 84.110, ;os3 Qualifier /PT `44-VA✓? SS# , Phone (3o 9 6,/-28'67 State # Municipal # Competency # 3 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Square Ft. / el WORK DESCRIPTION .t4 - -f A-0v kJ - s 1 - u3 e M oiP - 11 —`rce ,r WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. �� /✓ Si • tur of owner ay • • in emY 6 + #qol% gp A July 6. 1996 BDnde tir Notary Public Underwriters Notary My Comm' * * * FEES: PERMIT ** * APPROVED: or Condo President esident * * * * * * * — RADON C.C.F. 0'pe NOTARY Fire Zoning Buildin Mechanical Plumbing_ Estimated Cost(value) Tax Folio Signature of Contractor Date: Owner- Builder Note Ia t • • • � . ac or ' � �� My Commissi•. = ?es3AYGOMMI @AICN ^'� 'f pa Bohd3d fIID I Qt r ? .bIlrf t :., er TOTAL DUE 5 4 X 6446 ** Other Electrical Engineering 2. Description of improvement: .k _ p z e 6. Lender's name and address: Notary Public Print Notary's Namel My Commission E NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this N tice of Commencement. 1. Legal description of property and street address: ,i74 �lpQ2 4 g Gl sT• �z/�iiir f. �S, 33/ 3 � •4r4i;!' 33/3 4. Contractor's name and address: Pa&227 Pae; 04i 4045/f z 5. Surety:(Payment bond required by owner from contractor, Name and address: Amount of bond $ S - .titre of Ow Print Owners Name - 5: ,t A/e avz AA Sworn to and subscribed before me this .23 day of 1116 - 5#wat5 SP3r7 44 Ll�U 3. Owner(s) name and address: , /2is 5 , i. . Interest in property: Name and address of fee simple titleholder: ay ,19 `Y/ /O2 /Ur sir. 94R404603 1994 AUG 23 16:11 C OU��Y or DADS TE of tho if an��A OF FLORIDA, sv ONTO O' ' this Is a true cop ho o a.attR� his o ffice on d in 4 Ofiiciol Sect. h nd '� County W BpgSS m7 cud Courts v � . , : RUdIC�,CIER�i ; f c ;.� 7. Persons within the State of Florida designated by Owner upon whom notices or other documen ay 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 date of this Notice of Co en ement: (the expiration date is 1 year from the date of recording unless a different date is specified) /d ,2 3 9/ Prepared by: , 7 Iu� Address: 2/7-o, 60¢ cac>f.¢ GP.4 Gaff • 33o$7' 40 r r o mi oAr 14n410 MAi tnu11 tunroMUUN GAFGLAS© Specifications N- B- 4 -C /P6 and N -B -4 -C .� Ilaliabie leek ShoaUdnp Pipet pr rsgched) 2' Sido Lap 3 OAF CLA! eau abaa (sot below) North, South, and West Zones Nailablo decks up to 6 Inches per fool slope, except for ligillweighl Irnsulatirng concrete decks which are limited to a maximum slope of 1 per foot. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable precast nailabie decks. For lightweight Insulating concrete, see page 8. A r roximale Wel hl Per Si care Materials Sheathing paper (1 ply, 11 required) GAFGLAS Baso Sheet ' GAFGLAS Pty (3 plies) GAF Rooting Asphalt Inlerplies Surface Coating • GAF special Roofing Bitumen • Grundy Fibered Aluminum Coaling GAF WEATHER ;OAT Emulsion °UCLA! Ply • CAF - flouting Aspball Sunoco Coding 11 -69 Ibs. 33 Ibs. 75 Ibs. 201bs.' 12 Ibs: 21 Ibs. Total 172 -231 Ibs. Guarantees Available Sjpecllicallon Lih Guaranteos N - B- 4 -C/P6 15, 2+10.10,:04 0, 5 yr. ;" . Lightweight Insulating Concrete, • . • . (See page 8.) N -0-4 -C 2 +10.10, 5 +5, 5 yr. ' Specifications General Application recommendations detailed on pages 17-20 shall apply In addition to Iho following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay ono ply of sheathing paper where applicable. Lap ' • each sheet inches over preceding sheet. Nall sufficiently to hold in place. 2. Starling al the low point of the roof, nail ono ply of GAFGLAS Baso Sheet, lapping each shoot 2 Inches at edges and nut less than 6 inches al end laps. ' Nail along lap of base ply at Intervals not to exceed 9 Inches arid stagger -nail down center of sheet hi two rows with nails spaced at 18 Inch intervals in each row. Uso fasteners with Integral metal heads Moos, inch hi diameter or square that aro recommended by GALE or the dock manufacturer. (See 'Special Irnslr uction IT below.) 3. Starting at the low poinnt of Um roof, niop throe plies of GAFGLAS Ply shingle fasliluin; lapping each sheet 24 3/4 tenches over the preceding shoot; solidly mopped to the underlying base shoot to provide four plies over the entire roof area. Asphalt Requirements luleiply nioppings of GAF Roofing Asphalt must be applied in a continuous Min and shall consist of approximately 25, pounds per 100 square feet of roof arca will) n tolerance not to exceed 20% plus or minus. De appropriate asphalt for the slopes involved must be used. _Slope per loot _Asphalt T e Up to 3' Steep ASTM Typo III 3'- 6' fa-Sleep ASTM Type IV On slopes up to '1 Inch per fool, Flat AS1M Type II may be used except In • Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, apply a uniform coaling. Grundy Fibered Aluminum Coating, GAF WEATI IER COAT' Emulsion or GAF Special Roofing Bitumen may be used for surfacing. (See 'Coatings for Smooth Surfaced Roof Systems; , • page 20.) Spacial Instructions 1. See recommendations for use over gypsum decks on page 8. 2. Acceptable GAFGLAS Base Sheets Include: GAFGLAS STRATAVENT• (Vent Ply) for Naliable decks (required for freshly poured gypsum decks), GAFGLAS /75 Base Sheet, GAFGLAS" PLY 6". and GAFGLAS PIy 4. For wood decks, and structural wood fiber decks if GAFGLAS Ply 4 or PLY 6 Is used as a base sheet, sheathing paper Is required. 3. See 'Nailing of Baso Sheet; page 24. 4. For roof slopes of 1 Inch per foot or moro, all plies must be back- nalied 4 inches in from the felt edge. see 'installation on Sloop Roofs,' page 9. UL Classification UL Class' • Surfacing . Substrate '• • 'Slo_ A '. A B C • • GfAC.: :Nc GWCE' • • NC' .• 1' GWCE . C y, GSRB C '1, • UL Chart Key 1. Surfacing GFAC - Grundy Fibered Aluminum Coating GWCE • GAF Weather Coat Emulsion GSRB - GAF Spcclal Roofing Bitumen, 2. Substrate C • Combustible and Ndncombustible Combustible - Wood planks, boards, etc., plywood (min. 15/32 Inch thick- . runs), oriented strand board (min. 1/2 inch thickness). NC • Noncombustible only • Noncombustible - Steel, poured or precast structural concrete, lightweight Insulating concrete, gypsum, structural wood Ober, etc. 3. Slope Maximum slope allowed, In Inches perioot. k. 1 STATE OF FLORIDA, COUNTY OF DADE. ss' MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statc„ us we 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 n11 provisions of thc Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of thc 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 Owner's Name and Address .....M ShQre§ Prebyteeian Church — Registered Architect and /or Engineer Name and address of licensed contractor c CQ...a. - Location and Legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) 602 NE 96 St. New Building Remodeling Addition Repairs' X 96 St. No....6Q ... ».. » ». Street_. 341. »..a Miami Re -roof highest two storyflat_roofs __. .37 S9.,. gravel and for no other purpose. To be constructed of Kind of foundation Roof Covering .gr4Ye1. ........ ..._..__ Estimated Total cost of improvements $ 5,545.00 Amount of Permit $. _20.44 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 59G6, Compiled General Laws of Florida, Permanent Sep p leent, 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. �Q G %2 %avu y Remarks (Signed).. .. G 19. TtI TI.^.ntnnvwe^•mnn,ex<est Notary Public, State of Florida No. of Stories 2 _ 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 stated are true. Permit ........ _ Date Read, Sworn to and Subscribed before me. Disapproved Date. (Signed) Building Inspector My Commiuion Expires ....... _.. ». » »........ . PLANNING BOARD DATE Chairman Member _ Member Member Mcmbcr ..... 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 froth the Planning Huard. 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. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of me plans and specifications herewith submitted for the build • ing or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date...-....- 19. Owner's Name and Address . ✓ /...c e- . �9 ei ._.r.11.��feZf / � No.. ?»° 2' . Street - �s..... 51 Registered Architect and /or Engineer Name and address of licensed controctor 4 /CA t'fe,` /'o Q /--- /C_ e d �' �- t^ 3 a/ Al 4 ' 7 / .... .......�...........- ,• ._-._..__ Location a d legal do iption of lot to be b I t on: / S 2 �eP ii9 /CZ /9^ Lot / 1 a Block Subdivisio '1. C,� . ° . / . ...�i / 0 /i // /'O 7"Y-e) and Number where work is to be done 4, r E ra __....— State work to be done and purpose of building (by floors)... vF 0.61/- '� Do -- ,0 — Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT . ,,,. fl,...,,, If . .:•, 76.g 1— 413 I5e 3 —'5' 44-awe ....._...._..._. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / To be constructed of Kind of foundation Roof Covering " 417 g..lJ .�- Estimated Total cost of improvements $ -3 O D, Amount of Permit 5,... � '3 _ 5 - 6 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 ‘‘'orkinen'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 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 stated ar� �� e.. � / /� Permit No..__._ Di e9 Date , !/ Read, Sworn to and Subscribed before me. Disapproved l,..>. :1.[... i Date. ._........_ Notary Public, State of Florida 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 rein >pe•ction fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection of faulty materials and/or workmanship. STATE OF FLORIDA, 1 COUNTY OF DADE. ss. Disapproved (Signed) APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement DI ine 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 Divisinn 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. . March 4, 85 Owner's Dame and Address Miami Shores Presbyte Church .r No.. 602 NE — Strom 96th Registered Architect and /or Engineer ,:,, ,,,•••n.v.n»av „,•<•,,e,.n, enr.,, Fame and address of licensed contactor CARRUTH ROOFING CO. INC. ..301 NW 71st Street , Miami, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where. work is to be done 602 NE 96th Stree — — - -- State work to be done and purpose f (by floors) -roof 46 squares on fla deck between sanctuary ...and.. fA17..awship .hall.. 7- // / ' y -3 /3_ /f 1 and j p- w ve and for no other purpose. New Building Remodeling Addition Repairs No. of Stories One . _ To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 6,725.00 Amount of Permit S. 20.00 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, Pennanvnt Supplement, and has complied w ith 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. 2 Remarks (Signed)_.. j _... 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 a re true. Permit No.._.._:. �..! 1_ Date 'q`” Read, Sworn to and Subscribed before me. MIAMI SHORES VILLAGE ..3�s�/gS BUILDING INSPECTION DEPARTMENT Date.. Building Inspector Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD DATE Chairman Mcmbcr 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 Pl.rnnir.;; Hoard. A re inspection 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. Application is hereby mode for tits approval of the detailed statceen•nr or cne 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 n11 provisions of thc Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding 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 M1 ai... lcx.es..Flealater .an_Church ._. No...... . street._. ' 96_1St Registered Architect and /or Engineer Street and Number where work is to be done STATE OF FLORIDA, 1 . COUNTY OF DADE. j ss. MIAMI SHORES VILLAGE NOTE: A charge of $1.00 will be made for the Planning Board. A re-inspection Ice of $L00 will be charged materials and /or workmanship. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT But • ing nspector C'riair:nan Member Member .. ... _ _......_..._._ ...._....._ Council Approved Date en. nt".er?•mentrtr«t Name and address of licensed contractor Carruth RAt3g „ f�'Q a , a .,, DC w - Q�,... Location and legal description of lot to be built on: Lot Block Subdivision 602 _NE 46 St _ State work to be done and purpose of building (by floors)....._ Partial re — roof 36 Squares ...__..._ .__ and for no other purpose. New Bui!ding Remodeling Addition Repairs X No. of Stories...... To be constructed of Kind of foundation Roof Covering grave] . ........... . „_,.__ Estimated Total cost of improvements S 6.r240.0Q Amount of Permit S. 20, 00 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 thc 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorizcd 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 state are try e. Permit No..__..._ F IDate Disapproved 1. ®... Date (Signed) --- Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Mcmbcr Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty MN -- ....to me well known, BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building MIAMI SHORES VILLAGE. o PERMIT N9 7746 CI Work to be performed under this Permit t # I 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 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 st to ents or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed FLORIDA DATE 195 Contractor's ." License No. e BY INSPECTOR. 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 responsibility for all work done by either, myself, my agent, servant or employee. „ , • CONTRACtOR dR BUILdER BY AUTHORITY r � •, • n Lot Bl. Subdi- vision if s , , ,; , Sq. Ft Amt. of Permit $ Value of Project $ BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building_ Architect Contracto or Builder Legal Descriptic Address Building MIAMI SHORES VILLAGE. o PERMIT N9 7746 CI Work to be performed under this Permit t # I 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 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 st to ents or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed FLORIDA DATE 195 Contractor's ." License No. e BY INSPECTOR. 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 responsibility for all work done by either, myself, my agent, servant or employee. „ , • CONTRACtOR dR BUILdER BY AUTHORITY BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building 'A Architect Contractor MIAMI SHORES VILLAGE, FLORIDA ❑ DATE - Z ` 19 ( *C"" ❑ PERMIT N9 7445 0 ❑ Work to be performed under this Permit t- v . f >.^ f y . �. t r or Builder .. � .r !. t r 3 e . t C,— Legal Lot Description II Bl Subdi- vision Address of Building • ' ! CONTRACTOR OR BUILDER Value of Project $ BY • 14 Contractor's e, ? License No. 0 " E tI Amount of Permit $ AUTHORITY s This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. t }b r Signed " lt �s ti INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compii e with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper au orities of Miami Shores Village. In ac. cepting this permit I assume responsibility for ell work done by either, myself, my agent, servant or mployee. AS•OT