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ROOFING
Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/26/2003 Applicant: ROSEMARIE Owner: BORDEAUX JOB ADDRESS: 76 Contractor Local Phone: Parcel # 1132060131460 Fees: FEE2003 -1794 FEE2003 -1795 FEE2003 -1796 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $0.60 $5.00 $65.60 Total Fees: $65.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/22/2003 Construction Value: $300.00 Work: FASCIA REPAIR FINISH CEILING FRONT PORCH If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. 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 ti ordinances pertaining thereto and with the understanding that the w and approved by the proper municipal authorities. This Permit may authorization. A further condition upon which this permit is granted ordinances and regulations pertaining to the work covered hereby v by his agents, servants or employees. Signed: In consideration of the issuance to me of this permit, I agree to p with the plans, drawings, statements or specifications submitted tc myself, my agent, servants or employes. NE 102 (INSF Building Permit Permit Number: BP2003 -492 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 W2OFT OF LOT 2 & ALL LOT 3 BLK 11 LOT A3NSIO0 V Contractor's Address: BORDEAUX ROSEMARIE ST Page 1 of 1 9602 09B92 Bb 6 1 00130 E V300/, 90:l a —� - - - r' Re- inspection • - -'= � M..... I: nnro with All sik4' 7 god :o lone • •••• • • • • •• • • • • • • • •••• • • •••• • •• • • • • ..•• • • • • • • •• • • • • • • •• •• • . • • • . • • • • • • • • • PROPERTY OWNER New Construction Name (A),9/7 7) fa .,9 0 Y Alteration Exterior Address ,,,,,--/d,, Repair 7� Home Telephone T 6'� �i d Demolish Business Telephone / Relocation of Structure Fax Foundation Only 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 rr • • • r i r• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••••••• •.•• PERMIT APPLICATION ••• • • Masjer Jermit No. • • • • . ::1 Subsi&lary Permit No. • • • • • • • • • •• •••• • .•• • • INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Complete the attached permit application wllietfmCstpe SiigecC v,thQ of pgPowner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate protgssipg pf pit apRlttrarn. If tiofing work will be done, a roofing application must be submit- ted 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 ob Address: Folio umber Address Lot Block Subdivision PB PG Zoning Current Use of Property Square Feet Proposed Use of Property alue of Work Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax S 7 1 - i 41/49 / LI '7 r , l 37/V State Zip escrig I;/ tion of Work C / & '/V'2 / l /S/1 F City ao � Assessed/Appraised Value Linear Feet Units Floors Bldg Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING REC'EI ` OUR; 41DJED IIRMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION arelimited te: MettcPey 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 BEVE bbR'):.ACIDbURIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMACeb BYTDUIR'taiT1048CHLtES, 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. A IAA imv1 - 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. STATE F FLORIDA, OUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE ,jage4/ fe',#) Signa e of Owner Signature of Contractor / Qualifier 41/9,4 7) epRriem 0V Pnnt Name Print Name Sworn to and subscribed before me this day of Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida Signature of Notary Public - State of Florida SEAL: • •• •• • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. Tvpl: Dryer Q71'. TYrI•: Quttet, Appliance QTY. TYPE Service Repair Q'rY. A/C Central 1 -3 Ton Dryer Vents, Number of Fan •• • • • • Uutid,'WNall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of 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 Dishwasher Low -volt, Television Service, Number of Amps Water Heater New 11ECHANICAL TYE. Minimum Fee QTY. TYPE: QTY. Condensate Drain TYPE Generator QTY. TYPE Q'rV. Refrigeration, Tons 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 Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUN1B1NG TYPE: A/C Condensate QTY TYPE Drains, Roof QTV TYPE Miscellaneous Fixture QTy. TYp 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 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 wer11 beingpeffori ed and'quantity(ies) in the space provided below. VI IN IV • RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY 0 OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) O OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond • • • • • • • •• •• • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • •• • • ••• • • • ••• •• • • • • • • • • • • • • ❑ HRS 4 DERR/CAPP:20W: • (Sep'ia/ S444 s ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ $ ®v $ , DO SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE • ••• CIIECKLI • • • • • • • • ❑ PRCIOF dF OW1IERS P • (Attach) Metropolitan Dade County (C.C.F.) $ © U/ (sq.ft. = x/1000 x0.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.01 /sq.ft.) Code Enforcement Fine $ Zoning Review Notary • • • • • • • PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ t (o 0 ISSUING OFFICIAL REVIEWED AND PREPARED BY: 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 Date 1 Legal Description 1 4» c7 es SC4 Owner / Lessee / Tenant C ; tk , PS Go r5 VI 11Mi"'N• Owner's Address 76 NE /D2 g4 " Contracting Co. ''f e-Ori q /2, F Address Qualifier Lv / g < Phone2 ° 63 -6.E2 7 Cec&5 7/ ?6 State k_r_c__4LadftimApicipal Ik Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL 'PAVING FENCE SIGN 11S/. WORK DESCRIPT ION Rik 2ooF )u /Lt- () P . I HI h Lr ? r/ hpr$./,u S Ivt I cop S AI e e yt (A. tin - r off - 2 .9.9 • Sem S Cjay +,1 e r Mor4a-c 03/40 set /coio r -t-rnv & Square Ft. Ay Estimated Cost(value) Y ® a, o e WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work state Signature of owner and /or Condo President Date: Notary as er My Commission Exp ** * * x FEES: PERMIT APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE i Job Address 710 NE ID 1 2 Zoning Cs ident My Calm Exp. Rtantled'Ely Service ob. CC445160 * * l in y C.C.F. RADON Signattge of Cont Date: Notary as to Contt.actlwFMTAMetteftidider My Commission Expires: VELDA HORTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC436225 MY COMMISSION EXP. FEB. 9,1999 Mechanical Plumbing Tax Folio /f '.3710CD' OJ ? " 1 41) Master Permit tl 374,3'7 Phone 75/ 6 2 & /7 / 6 5 cA./ / S or Owner- Builder NOTARY TOTAL DUE ,t Other Electrical Engineering STATE OF FLORIDA, COUNTY OF DADE 0 Ham cart FY that this is a Gr, copy of fho arigjr,q !Mod in Obis Rffico on K day of A ® i W YNESS my h .nd and Of!Icial Seal. HAAVE t By UI CLERK, of Circuit and Coacty Courts ®.C. NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. 1/ ✓ Zo( 043 Wse) STATE OF FLORIDA: COUNTY OF DADE: 95R 138760 1995 APR 10 08:57 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: 7 L^ ,f 6 1 0 2.- S r ltt et f i sffo R es ( / aaza(- - 2. Description of improvement: g e e 3. Owner(s) name and address: 7 G )7 6 f O Z 8 1- c'AaK /f'_S ( f- SA I -teiiA Interest in property: c.0 h e 12- Name and address of fee simple titleholder: t•-/(/7 4. Contractor's name and address: - o yi c a-- 7 h G /7/ S w / M a IL/ 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: ! v Amount of bond $ 6. Lender's name and address: r 7. Persons within the State of Florida designated by Owner ufpon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: / 1 8. In addition to himself, Owner designates the following per to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Name Ch )4r ! Q S r S 1 Ann I Sworn to and subscribed b° e = mejt i ,_ of C t 1 . 19 '7 . '-N{y.Comm Exp. 1:2/08/96 ed 8' Service Ins r � � 4§C Plea Notary Public Print Notary's Name ►• .. My Commission Expires: Address: Prepared by:(,'C .,Sf; J I c. e S / /9Z(Je 2Pv-P �9 Him) F1. ••3110k (a Job Address: 7 l02. S T APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction 1 25 Re -Roof Nole: Mortar or adhesive set tile applications. systems are not acceptable as recover Contractor: Ro .Z>7 C. Process No. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck solid sheathed? (circle 'yes' or 'no') Yes no Deck Type (check one of the following): ❑ Nominal '''A" Plywood (for re -roof only) ❑ Nominal 'I Plywood ❑ Wood Plank " Other (fill in) J XL (f Roof Pitch (fill in): ; ":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first thrcc courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' / which is . mechanically attached to the sheathing with not less than one nail per 2 ft Circle'ves' or 'no' for each of the following: Have you attached t *o copies of the tile system manufacturer's Product Control Aprrbval for the proposed tile system? es no Have you attached a copy of the tile system assembly and/or roofing component(6) manufacturer's published, application instructions and other literature no Is the proposed underlayment approved for use with this tile system assembly? no • Job Address: 7 F /() sr Project Information (continued): If the proposed undcrlayment is self - adhcrcd, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? .es no N/A Are all related accessories approved for use with this tile system assembly? Tile Material: 0 Clay O Concrete O Other: Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular rin _ ank, corrossion reisistant nails)? Mortar or Adhesive: no no 4. The Tile System Assembly: Tile: ``�� Tile Name: S PA N / S `2 /`S if r /C?}/ Manufacturer: /3 f 7`"(J -s A Contractor: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Product Control Approval Number: g L l - 0 l 1 - 0 1 Check one of the following which apply to the proposed tile securement for use with the proposed tile systcm assembly: Mortar or Adhesive Set Tile Systems Page - 2 yi Mortar: O Other: Type: Length: O N/A Underlavment: Process No. t. Manufacturer: 7l E t/ tC' Mixing Ratio: O Adhesive: Type: Manufacturer: /V A'7 Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 " :12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: p t Minimum 12 ga. galvanized roofing nail: Length: LOGI " Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: 76 6" l o Z S T Underlavment (continued): Spacing (per tile system assembly Product Control Approval): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: Field: /2- " o.c. Laps: ( " o.c. ASTM #30 asphalt saturated felt with: 0 19" overlap X 6" overlap 5. Related Accessories: 0 4" overlap Manufacturer: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): ❑ ASTM #15 asphalt saturated felt with: Manufacturer: /I//g Mineral Surfaced Roll Roofing with: Manufacturer: f / T/ Gc 5 ❑ Other: Type: Manufacturer: ❑ Other: Type: Length: Manufacturer: Underlavment Fasteners (if applicable): ❑ 19" overlap ❑ 6" overlap ❑ 4" overlap ❑ 19" overlap ❑ 6" overlap ,g 4" overlap Check one of the following which apply to the proposed underlayment attachment: ❑ Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 tin cap: Length: / %/ " Manufacturer: Contractor: $- moo vt co 2)1 c, Process No. Mortar or Adhesive Set Tile Systems Page - 3 Type: C,} v C dJ .E / P Dimensions: 3 A 3 Gauge or Thickness: 2 6 Finish: vcr ( If rt. e. Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: n// ❑ Flashing Cethent: Typt:: F l a 54 / 14 C e /14 e vr Manufacturer: Job Address: 7 � 7 L /02_5 T Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type Size in' p Soffit: Type, ' _ Size Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Contractor: S 7 t) —c (.Z Process No. Mortar or Adhesive Sct Tile Systems Page - 4 4 Job Address: 76 77 6- / o 2.. St Contractor: ' )4 2 - o — o - / Ridge Venting: ( applicable ) Roof Pitch Dcck: Type: / ,'6 u:-T Thielmess: / 4 4 ilct 5 Underlayment: 7 Underlayment Fastener: 7 / m c_cyl 12" FILL IN APPLICABLE ROOFING COMPONENTS WHICI I MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON TIIIS PAGE. (Where Roofing Componcnt not uscd in Tile Systcm Assembly, fill in with "N/A". ) Head Lap Dimension: 3" (minimum runless otherwise specified in the tile rystem arsentb6 Control APPro•• • Mortar/Adhesive: r/6 Tile: , /7V 54 C la y '77 , 4 Tile Fastener: Jk o r -re-< Edge Metal or Gutter Fastener: /1/1 Bird Stop: '(n ( applicable ) Edge Metal or Gutter: „„, A 3 €. /A. Existing or Proposed Soffit Venting: e/ DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Process No. Job Address: 76 )? 1 Z S `T Contractor: S Process No. Ridge Height Eave Height: Roof Mean Height feet /0 feet f Z feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At I lurricancc Occanlinc?: Y N Basic Wind Speed at Building Location 110 mph Building Condition based on % of openings: (See Table 9 ofASCE 7-88) Ground LeVeI BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Job Address: / h L / Z Si Contractor: S tr0 c ,COQ r vz C F1 aT r °°e 4s F Skctch Roof Plan, indicating 111 dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) l9 F /4 � F /y P BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Process No. • METRO•DAOE Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of Altusa Tile Nail -On. Mortar or Adhesive Set Clay "Altusa S" Roofing Tiles under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shalt be valid for a period of three years. 'The Building Code Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 0914.01 fEB 14 1997 EXPIRES: APPROVED: fEB 7 ? 1095 Raul Rodriguez Product Control Division Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. ,/ J /; i /..�. t tom✓ Charles Danger, P.E., Director Building Code Compliance Department Metropolitan Dade County J Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Prepared Roofing Sub - Category: Tile Type: Nail -on /Mortar Set/Adhesive Set Sub -Type: Clay Product Control No.: 94- 0914.01 Approval Date: FEB 2 2 19 y r Expiration Date: FEB (4 1997 System Description Alfareria del Turbio, S.A. (Altusa), located in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan clays. This Product Control Approval relates to Altusa's "Altusa S" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip: ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay eave closures are also available. Altusa roof tiles have been tested in compliance with the South Florida Buildings Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for ;he "Altura S" nail -on tiles shall be 2 ":12'. See the "Profile Drawing." section in this approval For the "Altusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics and static uplift performance. therefore. any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA). Inc., located in Miami. Florida. is the sole approved importer under contract for selling and distributing. Altusa products in the South Florida jurisdiction. Contact: Carlos J. Fernandez General Manager Altusa Tile. Almar (USA), Inc. 6645 Northwest 77th Avenue Miami. FL 33166 (305) 471 -5830 A Raul Rodriu'uez Test Product Product Dimensions. Specifications Description Altusa'S' Clay Roof 1= 181/4" ASTM C 1167 High profile, interlocking, one - piece, Tile w = 10" 'S' shaped, clay roof tile equipped with %z" thick two nail holes and a single roll. For direct deck nail -on applications only. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies w = varies varying thickness ASTM C 1167 Raull dri::u:z Product Control No.: 94- 0914.01 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof II Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs /roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specifications ASTM D 226 type II ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D312 type III or IV ASTM D 4586 Product Control No.: 94- 0914.01 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -or. underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering. underlayment for use as a top ply in a t\yo ply underlayment system with approved 430 or 443 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free. fiber reinforced. trowel grade cement for repair and flashing applications. Raul Rodrit uez Manufacturer generic generic Generic Lenzing Performance, Inc. PCA 494- 0527.05 Protect -O -Wrap, Inc. PCA 494- 0714.01 W.R. Grace Co. PCA -92- l 1 16.01 generic generic Test Product Product Dimensions Specifications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Barrens Tile Nails Tile Screws Roof Tile Adhesive "Polvpro.k• .1H 160 ") min. 12 ga. with '/ head min. 32 ga. min. 1 o.d. max. 2" o.d. horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. Sdx2' / "or min. iOd x 3" min. = 8x2' "or min. 1110 x 2" PA 114 Appendix E PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E 4 Raul Rodriguez Product Control No.: 94- 0914.01 Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw, smooth or annular ring shank nails. Corrosion resistant, coated. coarse thread wood screws. generic generic generic generic generic Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ("TileTiteT " ") designed for mortar Company, Inc. set roof tile PCA 494- 0614.01 applications. N/A See PCA Two component Polyfoam Products. polyurethane adhesive Inc. designed for adhesive PCA 494- 0401.01 set roof tile applications. • Product Hurricane Clip & Fasteners Valley Flashing Drip Edge Dimensions Clips min. '/2" width min. 0.060" thick Clip Fasteners min. 8d x 1'/." min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 114 Appendix E ASTM A 525 PA III , / i / Raul Rodrieucz Product Control No.: 94- 0914.01 Product Description Manufacturer Corrosion resistant generic bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all eave tiles. Galvanized steel valley flashing Galvanized steel drip edge generic generic Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering. Inc. Testwell Craig Laboratories Consultants. Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 1I1 25- 7200 -1 94 -084 94 -083 7161 -03 Appendix I1 Letter Dated Aug. 1, 1994 P0647 -01 PO402 Project No. 307025 Test YMDC -78 Lab =AAP -2 Tech: A. Porcello Product Control No.: 94- 0914.01 Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Static Uplift Testing PA 102 (Quik -Drive Screws, Battens) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing. PA 108 (Nail -On) Wind Tunnel Testing. PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Sct) Withdrawal Resistance Testing of screw vs. sr..;ccth shank nails Wind Driven Rain PA 100 Physical Propertie- ASTM C 1 167 ate Dec. 1991 Dec. 1991 Feb. 1995 May 1994 April 1994 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 Oct. 1994 Oct. 1994 Deck Type: Wood, Non - insulated SYSTEMS Deck Description: New Construction 19 / 32 " or greater or wood plank. SYSTEM A: Counter -Batten Application Slope Range: Vertical Battens: 2. Clips are required on all eave tile. / 74)1/ Raul Rodri_uez Product Control No.: 94- 0914.01 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2 ". Vertical Battens shall be set in a continuous bed of flashing cement 1 / g " thick and secured not greater than 24" o.c. into the sheathing with approved, corrosion resistant fasteners. Vertical battens shall be positioned over the top chord of the roof trusses. (See PA 118.) Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a tile overlap not less than 3" and secured through the vertical batten and sheathing with approved. corrosion resistant fasteners. (See PA 118.) Roofing Tile: Install tile in compliance with PA 118 using one of the approved methods of attachment for batten applications noted in Table 3. attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re -roof applications, 15 / 3 ," plywood is an acceptable substrate. Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 3 ," or greater plywood or wood plank. SYSTEM B: Direct Deck Application Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. linderlayment: Install choice of approved underlayment system, noted on Page I or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Roofing Tile: SYSTEMS (CONTINUED) Install tile in compliance with PA 118 using one of the approved methods of attachment for direct deck applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 2. Clips are required on all eave tile. Raul Rodrisuez Product Control No.: 94- 0914,01 Roofing Tile: SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 /,," or greater plywood or Wood plank. SYSTEM C: Horizontal Batten Application . Product Control No.: 94- 0914.01 Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install choice of approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 3.02 of PA 119. Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum 1 /" gap between each 4 foot length. Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. with approved, corrosion resistant fasteners. (See PA 119.) Install tile in compliance with PA 119 using one of the approved methods of attachment for batten applications noted in Table 3, attached. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. Comments: 1. For re -roof applications, 15 / „” plywood is an acceptable substrate. 2. Clips are required for all eave tile. Raul Rodriguez 7\ SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction " / or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Roofing Tile: Product Control No.: 94 0914.01 Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #7. Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar or adhesive manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 4, attached. Comments: 1. For re -roof applications, 15 / 32 " plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' / which is mechanically attached to the deck with not less than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 10 Raul Rodriguez Product Control No.: 94- 0914.01 SYSTEM LIMITATIONS 1. The standard minimum roof pitch for "Altusa S ", nail -on, mortar or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). All nail -on tile applications having a roof pitch Tess than 4 ":12" shall be installed over both vertical and horizontal battens ( "Counter- Battens "), as noted in System A. All nail -on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System C. 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail -on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an approved mortar or adhesive noted in this Approval, the data of which is noted in Table 4 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 5. For nail -on tile applications. an eave clip is required on all eave tile. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 /," which is mechanically attached to the deck with not less than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course. beginning at the eighth course. shall be nailed with not less than one nail per tile. 6. For mortar or adhesive set tile applications. a field static uplift test by a Dade County accredited testing agency. in compliance \with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or tailed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed: Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. For mortar or adhesive set tile applications. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1. 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. Raul Rodri_uez i? Raul Rodriguez Product Control No.: 94- 0914.01 SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Altusa " Altusa S" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' 10. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Altusa Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 1 i . The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. / 2 V( Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile TILE APPLICATION APPROVED NAILS APPROVED SCREWS APPROVED FIELD CLIP WITH: APPROVED EAVES CLIP WITH: 1 nail 2 nails 1 screw 12 screws 1 nail 2 nails 1 nail 1 2 nails Altusa 'S' Tile Battens N/A N/A N/A 26.80' N/A N/A N/A 1 N/A Direct Deck 6.20 8.40 28.70 31.80 21.20 25.30 I 26.90 I 34.90 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) from PA 102 Testing Tile Profile 3 ":12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Altusa 'S' Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 N/A Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile Mortar Set 24.50 Adhesive Set 66.50 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 • Screws for tile installation over battens shall be #8 x 2 .long, corrosion resistant, Quik -Drive screws installe in two manufactured holes located 1 and 1 from the head of the tile. 13 Raul Rodriguez Table 1: Aerodynamic Multiplier - X (ft from PA 108 Testing Tile X (ft') X (ft Profile Batten Application Direct Deck Application Altusa 'S' Tile 0.29 0.31 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94- 0914.01 • Screws for tile installation over battens shall be #8 x 2 .long, corrosion resistant, Quik -Drive screws installe in two manufactured holes located 1 and 1 from the head of the tile. 13 Raul Rodriguez i1 1, I't ISA PROFILE DRAWING ALTI'SA 'S' TILE 10" 14 72J Raul Rodriuucz Product Control No.: 94- 0914.01 4 METRO r 1 • , •\ This approval supersedes all previous approvals. Last Approval Number 94- 0106.18 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING nU1LDING CODE COMPLIANCE DE S ENT METRO-DADE 4 EST FLAGLER STREET MIAMI, FLORIDA 33130-1563 FAX (305) 375-2908 TI • F E. T 1 Extensions of Acceptance may be considered after an new e-eap placation has been filed and the supporting data, test reports no older than ten (10) } been have I re orts of re- testing shall bear the seal, signature and date of an engineer registered in the State of Al p Florida. n revision or change in the materials, use, or manufacture of the product or process shall automatically b e cause for termination, unless prior app granted 2. y approval is for revisions or change. b Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words If any portion of the Notice of Acceptance is Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. displayed. then it shall be done in its entirety. permit a lications. shall be provided to the applicant by 6. Product approval drawings. where required for p PP the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re by an engineer. Failure•to comply ‘N hit the Standard Conditions shall be cause for termination of the Approval. i Raul Rodriguez Product Control Division Supervisor Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: Job Address: 74. lU • E . / 0 2 St Contractor$ rn mo h9 Process No. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODLN'LED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 1'i F Pee. N( a crier FY : o a// . Job Address: 76 Ai. F. /02 S f . Contractor$ -rvy #aor1 ti9 Process No. • ( Check one of the following) Recover Re -roof: If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTME907 test report. ) Proposed Fastener: (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: (Type, size and method of attachment, if applicable ) New Construction Y FL 9 Base Sheet or Ply: 1 b -i 7 5' 'I tR T. case - r 1 n . ca p -t p 2 S / ( Type and method of attachment) Per M° ciao N 14 1 ""' fA PlySheet(s): reR -"^'K Clacs fiouCH FLy_ VT, 1N fiaSPi4l (Type and method of attachment) Built -Up Applications and Modified Bitumen Systems Page -2 Job Address: 74 ►U.g . la 2 5*. Contractor.52 /4_oofN, Process No. t PL y fi M o Peed Top Ply: (Type and method oj attachment ) Surfacing: (Type, if applicable ) Flashing Materials: (Type and method oj attachment ) Built -Up Applications and Modified Bitumen Systems Page -3 pee Nu Ma ss (1/ caP CCeanidc o) as�Ph a /fi. /07 erip tRIP a. qG 3X.� Job Address: 76 /7/•6 . !o z.-• Contracto51rar,, /for/ .. Process No. inches inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Top Ply: PICK M u i'rla SS C V 1'f'Q r P S heet Ruri(� L2) Ply Sheet(s):Th / 77777 G S Pile. Bonding Material: 4 ?Ph4lt' tpppQ Fastener: yin celP / ly /VL $ ((f base sheet mech. attached) Base Sheet: U If"R r. s e s�. p�.r Fastener: 1/7 ((/top insulation layer snsch attached) G Top Insulation Layer: ((1opplicable) Surfacing: (briefly ducrtbe, Vapplicable) Bonding Material: as PA a / t IZT Bonding Material: srsF (((baeetbonded) Bonding Material: ((/top insulation layer bonded) Fastener: (if insulation mech. attached) Insulation: Bonding Material: (ifinsulotion bonded) Vapor Retarder. ((/ applicable) Primer. (t/appbcabTe) DECK: n/ T y p e : U ) D Pl Gage or Thickness: Density, ijconcrere deck: Built -Up Applications and Modified Bitumen Systems Page -4 Job Address: 76N. E. /o z 3 f. Contractors ,., 40.2y,-, Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener • Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: 74 N.E. !0 Z Si Contractor Sy m Aoor; Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- . blocking attachment. Coe pp/Drip Edgd Gage: 2 c Fastener Spacing: - o.c. Clip Type: Clip Gage: Deck Type: (En OD Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, / ft7 dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: 76 it'.. /02 Sf . Contractor Sfroy p: , Jrocess No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. I /jyK III I.5 fr T T T � P s tt e 1 k g'a phori � �j0F tou PIy �� aB4se tin -cuP SRS N"t I Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. 26 CAN; F. ED(: 4: NWT.% I. SOS STOW SOS (:AI' SHEET PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Pagc -7 Job Address: 76 N"f . 10Z.51- . Contractor Sfi o y �oo� .5 Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert ?I /A ") Also insert applicable irformation pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline?: _ Y _ N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet Cl feet r BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: 7 G C= / O a S-1- Contractor: S "fey k-t e eC)0 F T' c BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Process No. Skctch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) /y F Job Address: 76 /1 c .10Z s f . Contractor s 4o o t-� Process No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: Built -Up Applications and Modified Bitumen Systems Page -10 Y N Job Address: 26 V. E. 1 o Z sr . Contractor Sh-o, //cold' y Process No. Y N Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner . s • itfT :OOADF InteclPcrmaglas • Div. U.S. Inlet, Inc. 1250 Fourteen Mile Road Suite 103 Clawson, M1 48017 PRODUCT NO. ACCEPTANCE NO.: EXPIRES: AFPF'O\'ED rc rcry 14, 19:7 . FcbrJary 14, 1994 METROPOLITAN DADE COUNTY. Fl CRIOA MI :1P0 C) (,!+(�( I I i I I: IA n1 DING HUIt OING CODE COr'Pl r:(1 Inr r. l v r4T , Puo tn1E 1607 METRO OAOt. I LALA t 14 titIIIDING 140 vi! ..1 1 ls.c'.11 STREET r -•I: • • • - 1 :1741563 F A [ YTAV F 0 1 75 -2901 f 0051 1 75.2900 under Charier 8 of the Your application for Product Approval of I I' 1 - : • no Metropolitan Dade County Code governing the use of Alternate Materials and types of Conscruc ion, 1'11.1`1etc v described in the plans, specifications and calculations recommended sub t by Fa zn ry by u t u l RCS Corpor Underwriters Laboratories. Inc. has been Department to be used in Dadc Coun Florida under the specific and standard conditions set forth bete in. period of three years. The Building Codc Compliance Department re the The approval shall be valid for a p quality control testing. If or manufacturer artrrtcnt may r rol t es modify I product to secure a product or perform in Thc approved manner, Code Compliance r q suspcnd n material fail such to perf or suspend Ilse use of such p�"duet or material Immediately. The Building Codc Compliance Dc, �rtll.c�t reserver the right to require testing of this product or material should any amendmt:nts to the South Florida t?u1lt' r: Codc be g enacted affecting this aterial. is product or •• Thc expense of such testing will be incurred by the Manufacturer. Gil Diamond, P.E. Product Control Divi Supervisor -PLEASE NOTE - THIS 1S THE COVERSHEET. SEE ADDITIONAL PACES FOR SPECIFIC AND GENERA CONDITIONS. BUILDING CODE COMMITTEE This application for Product 1-.pproval has been reviewed by the Metropolitan Dade Cou1.r• l•u1LLnt Codc Compliance Department and approved by the Building Codc Committee to used in U.1ic C 1•I, • I ic,1 under the conditions set forth above. Charles Danger, P.E . DuccA:r Building Codc Compliar Cc;: artmcnt Metropolitan Dadc County Mti1nooaor gazi AFP ___ 1i Intec/Permaglas Div. U.S. Into, Inc. 1212 Drai Dr. Port Arthur. TX 77643 Cate_gogj Sub - Cat gory: Da: Su m METROPOLITAN DARE CC111NTY. FICRIDA MCTRO OADC FLAC;LCft BUILDING BUILDING CODE COMPLIANCE D � SUITE 60J METRO OAOC FLAGLER BUILDING 140 WEST FLAGLER STREET MLJ.MI. F LORID/. 33130.1563 (305) 375.2901 Product Control Notice of Acceptance FAX (cos) 375 .2908 Roofing System Approval Membrane Roofing System Built-up Roofing Convcntionpl Fiberglass Product Control No.: 94-0211.02 Approval Datc: Expiration Datc: February 14. 1994 February 14, 1997 IntcdPcrmaglas, a manufacturer of commercial built -up and modified bitumen roofing systems, produces a widc range of roof products for hot and cold i s with SDS modified eap membnne systems. In addition Intcdm roof s Pcr aglas offers built -up y slem Thc IntcdPcrmaglas Roof System Assemblies havc bccn eattensivcly toted at Factory Mutual Research Corporation and Underwriters Laboratories and havc bccn lute' in compliance with all requirements of the South Florida Building Code Specific classifications for assemblies are listed in the current U.L. Roofing Material Dircctory and the current Factory Mutual Approval Guide. IntcdPcrmaglas membrane systems may bc installed in new construction and reroofing projects. Built -up roof spcciftcations can bc found in the 'Built- p o o ing iSys insul Manual' u no b InterJPer tcrnaglas annually. IntcdPcrmaglas provides warranted sy lntec/Pcrmaglas systems and products arc distributed through roofing wholesale distributors in dic South Florida jurisdiction. Technical questions should bc addlused to the Technical Hotline at (.800- 624.6832 Geof Garabedian Director - Systems Development Fax: 313-288-9788 1250 Fourteen Mile Road Suite 103 Clawson, MI 48017 313 435 -0022 Gil Diamond, P.E. Product Bondable Disc Trade Names of Products Manufactured or Labeled by Applicant Dirocnsions Roll weight: 67 lbs. Biel/Flex Welkboard 3 x 3'; Roll weight•. 1$ lbs. • Combinad Bus Drill Toend 3 Metal Stress Plates Drill TecT Coed Drill Point Scrota Drill Tcc "t Ut&Dcck Fastener& Drill Tec' Plastlo Plates Drill Teen. Scaleless Steal Screws Drill Teti Tap aripTM Concroto Doak Fastener Flex Asphalt Flc.t Base 30 Roll weight 67 lbs. Carton weight. 60 ASTM D 312 lbs. Type i17 a 1V Roll Weight 12 lbs. ASTM D 4601 'typo II Gravel Guard MB rsriou3 Proprietary Metal edge gravel guard with perforated 3 Test Spaiflc ASTM D4601 Typo 0 Type II upbalt impregnated and coated glaze fiber brio sheet for U30 in conventional and modifiesd bitumco bullt•up roofing. ASTM D 3147 Granular surfaced S8S modified asphalt membruso walkboard. ASTM D 4601 'typo !asphalt imptcgnntcd and coated 'nrpo l glass fiber base sheet with • NO lamInitod kraft papot backing for use In e and modified bitumen built -up roofing on wood decks. Galvalumo 3' round stress plate. M 114 Corrosion resi3tant, drill point threaded 1M Is loo (asloa. PA 114 Nylon Ituulatlon fastener for toctuat. gypsum and lightweight concrete. PA 114 Polyolifin 3 round pluck stress plater. Stainless areal, drill point threaded Insulation fastener. Corrosion resistant. Insulation (ammo( (concrete nnly). Hot applied bitumen adhesive used In conventional and modified buUt -up roofing. modified with S1:BS polymers. Typo 11 asphalt Impregnated and coated ghee fibu bast shat for use in conventional and modified bitumen built -up roofing. PA 114 PA 114 PA U4 Product Control No.: 94 -0211.02 Product Dcscription Instil -Bass lntcc/Pormag;u Roofing Carton weight: 100 ASTM D 312 Asphalt lbs. MDcaln MPan MScupper Mauls SB widow 6• i 6' permavent venous Maui SB Tremel Grade S a 55 gallon Roll weight: 72 Ibs. ASTM D 4891 'type u Preflaahrad 14411 Jock vtuhr+s Quick P1tai Quick Pitch Standard, A 0nc vuiow Way Mss Tough Ply IV Typo 40 Sow0th • • Roll wstgbc: 67 tbs. ASYIrt D 4601 TYPI Proprietary Proprietary Proprietary S or SS gallons ASTM D 112 ASTM D 4316 Roll weight 46 Ibs. ASTM D 1171 Typi IV Roll weight•. 67 Ibs ASTM D 4601 4 Psoptietuy ASTM D 4316 ASTM D 4516 PA 110 Product Control No.: 94-0211.03 flings. Type 1 uphalt Impregnated and coated porforatad glue fiber bass shut for ties In eoowntionat and modified bitumen built -up roofing. • Hot applied bitumen adhosivs used io coavetndonal and modified bicument built -up roofing. Spuo aluminum or copper roof drain with gravel guard, sttsinu cap and water - proofing scat. A prefabricated pitch pan and modified bitumen flashing assembly for use whcro roof protrusions rcqulro pitch pekoe. pserabricated scupper and modified bitumen flashing assembly wed for rata and retrofit scupper inst&latJon. SHS modified asphalt adhesive for bonding up and ply shoesa. SBS modified roof ccn cnt for bonding flashing tnatcrlais. Heavy duty Gbcr slats hue sheet itnprognatod and coated on both sides. Surfaced on tho bottom side with coarse octal granule cnbcdded In hot asphaltic Na,. Prcllashod Vint pips waterproofing assembly. A poutablo, p sealant for use in p Pitch pi's. A two-component adhesive and sealant system tot filling and upping pitch pant. Prsfabriacttd stock cvvu (a use In soli pipe waterproofing. typ 11/ asphalt impregnated glut felt for we In co nveruton,l and modified bitumen built -up roofing. Type 11 asphalt Impregnated and coated glass ftbu basis shut (or use In etnnri P USIROC Wuol Roof Insulation USIROC Wool Taper Roo( Insttlula' USIso Polito Composite Roof insulation USIso Roof Insult USIso Net Roof Insularloo Ultra Base Ultra Cap Ultra Ply VI Uslkant•PR • • eseoVar 4'.14• 4 x 4'. 4' 4's 4' 4'x 11' 4 . a4 • PA 110 ?A 110 • M 110 M 110 Ron weight: 67 lbs. ASTM D 4601 nw Roll weight: 72 lbs. ASTM D 3909 Roll weig 46 lbs. ASTM D 21711 Ttpc VI Proprietary Product Conuol No.: 94.0 211.03 conventions' and modified bitumen buU•-up roofing. Basalt rock Insulation. Tapered basalt rock insulation. • PA 110 Potyisocyanunl• foam Insulation with W' pulits laminated to one ride and a glus hccr on the other. Polrlsocyanurstc foam Insulation. Taperrd polyisocyanurate foam Insularism. Type 11 asphalt impregnated and coated glass fiber Was sheet for use in conveallonal and modifiod bitumen bullt•up rooaog. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply is conventional built-up roof membranes. Type V1 uphalt Impregruted glass fait for use In conventional and modified bitumeo built-up roofing. Cunt ship made from busIJc rock. „• 4 t• 't • 3 I. • .i M • . is N :�J::': : s ` ••:. I. .1 c ,4,41 . • 2 , � •, sir • re el+• : 4. ' 1. w . - 1.. i 1 • '�,• • , •y. • , :�/ `` •} • L . + dam. •. • ".• • ( �. �r"�� ' t�� ' • t '� • tr % };'•; , . . . n • �• •, •N • �`�• j'.�•. N•t ' � • ar�s •• % . •fay' , 'i � +r •� •• • � • .r r 1 - t •" �'' • • r ! 1! 1 � "+ a t ' ! • • • • S►:r• • _ ..T • m ter r te: w+ r.Pwr.��. • Pr arc Millen -P Pyroa Whin Una ACToernal ACL'oara 1 ACFoam•II Composite various Hy-Tee and Hy•Teo 11 varims Hy•Tberra AP various various various r•T■ctm Ns11•Utw various A nchorbond Fastener OekPut Fsatenar Oripdak Fastoact • Trade Names of Products Manufactured by Others Product Control No.: 94.0311.03 Product ' Dimsnt _ Tar Specifications Description Manufacturer PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 TA 114 PA 114 M 114 6 polyisocyanursto foam and Apache Products Co. compoolta Insulation • Polytaoeyaaurate faro Apache Products Co. Insttladoa Polyisoeyanurste foam and ApJcbe Products Co. compoalta buulation Polyisocyanuny form Mu Emir/ Products lambda'. Po foam lnsulatloa Composite lnsul ► don board. Polyisocytmu tat* fours Polylsocyaaurate foam laudation Insulation futealni usably Insulation fastening assembly Insulation (astsairtj Ades Roans Products Atlas Roo(ins Products Cciotc4t Polylsocyanurata foam Cslotest lastttaion Cclotaa Coiisuuedon Fasteners Conswetloa names ITV Dundc. t excel ?wan' Hours Fastener Roofgrip Pastcncr ISO 9s• Kuo& 97 AF gT4RGY 1 E'NRG (3 Compos11a various E NRG'Y 1 Plus Composite ISORtx Nail- Toc 'Pipe R f istutct Con -Tire fastener Olympic PuMMMO( Glutut Saiku F GlasFeat Fastener Para veriow various various various variOU$ PA 11 PA 114 PA 114 PA 110 AST)4D111 1 /P• 111 PA 110 TA 11 PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 7 Insulation fastening ssys Insulation twining assembly I f Loaning assembly Polyisocyanuret• foam • Inauledon PrW. -c; C:,:;u Aluminum roof costing. Polyisocyaavrste foam Insulation. Cocnposit• Insulation boecd. Composite Insulation board. Polyisayanur•to roan Inivlt►tlon. Insulation fa+tcn •aa'o►bly lnwlation fastening systc Insulation fastening assembly Non woven fiberglass mat insulation. • tr.tcrr,st ;anal Perresltts Kuttek ClrernIeel Co. ^'(t; yrrtlers.Int 41 G Barriers. Inc. NRQ B Lifters. Inc. NRO A sr>;crs.Inc. lnsu1&UOf/bv e sheet Nail•Tite (aliening assembly. Olympic Fastuters Insulation (waning stun OI)mplc Futcascrs Owens Coining Qwcnz.Coraing Puck. Inc. 4771 Gil Gismo P E : /.... :.tai Ins::flaa Fastener 1 Spike Fastener Rt.hte Putenct T.•u•Fast Fastener Fibsrzlna KO Density wood vsricul Fiberboard :upping Asphalt Sails F 'iltc Primer Red Rosin P�per Roof ccm &fls 'r min. 31 Se a 3/b' • 2 ' PA 110 Pol)isoryanur f:.rn insulation. PA 11 PA 11 PA 114 PA 114 PA 114 PA 110 PA 110 ASDM D 312 nrpu Al and 1V PA 114 PA 110 ASTht D 41 A,311.1 D 4366 �rps 1 enti 11 8 Insulation fastening useably Insulation festcnlr.; syszen Insulation futcr.iog assembly Iruulatlon fuming system Insuladon lastentnj useably 1'fPJ�et �. •. Ma glass roof insulation Wood flbcrboud Insuladon. bltuuta0 adhcsiVc. Mln. II 12 corrosion resistant annular ring shank ni ls, FF•14•10S•9 TYpc 2 . Pcrlite insulation board Asphalt primer. Utsdulaymant Gseerel purpose cement. Conosioo resistant circular discs. SF %S - •2 TI•e R..IpI► g C. mpany. The RsNlplur C .17T Any, In.: Tnc Rawlplug C.tr.p Inc �c�c.rlc gcncnc gene; is ear, is gcncri: xcnciiC 5cr.uic (IC IC gcncnc Gil Diamond P E Tell ARene Factory hlutual Rcscarch Corporation Fairy Mutual Rcs,such Corporation Underwriters Laboratories FMRC Tot identifier 2WOA1.AM FMRC 1993 OR9A6.AM Test ReporLS 9 Tat Name/Report Wind Uplift and Fire classification Current lnsulatlon Fastenlns Ruluiremcncr FMRC Approval Guide 1993 (Lrrent 1nsula1ion Futsrdog Rcquirt rnenu FMRC Approval Guide 1993 W od Uplift and Firc Clauiflcadon Firs Classification -• Ice current dlsaetory Product Cent: „i Nu.. 94.0213.02 :GAL Gil Diamond P.E. pat. 09;0962 01/00 0I/01/9� 0I /02/90 I.i• ::Ilario y;les: ►� t;Ag_ii?1 1' IhrOIJS glass Pcrlite Polyisocyanurate Composite Board Wood fiber Wood Steel Concrete Lightweight Concrete Poured Gypsum Concrete Cemcntitious Wood Fiber �11tirtium Design Ercssure L1a�.cjmum Fire Classification as.ign Pressu> -60 psf -45 psf -75 psf - 45 psf •44 psf - 45 psf ate ia1 Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Note: Fire classifications and maximum design velocity pressures du not reference all assemblies over all deck types. Review system listings for design velocity j eSSI►res and the Underwriters Laboratories Rooting Materials Directory for Fire Classi(icAtions. Gil Diamond, P I0 Deck Type 1: Dcck Description: System Type A (1): Base sheet mechanically fastened All General Insulation: Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: • Wood, Non - insulated "/ or greater plywood or wood plank decks and System Limitations apply. , None .. , Bondable Base or Ultra Base applied to the deck with approved annular ring shank nails and minimum 1 tin caps at a fastener spacing of 9" o.c. at the lap, 12 "o.c. in two rows staggered along the center line of the of the sheet in the field. • Two, or three plies of Tough Ply IV or Ultra Ply VI ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. t 15 %. (Optional) One ply of Ultra Cap, Or Type 40 Smooth adhered in a full mopping of approved asphalt at an application rate of 25 lbs./sq. * 15 %. (Required if no cap sheet is used) Install one of the following: 1 Pcrmaglas Pcrmmashield b 100 asphalt emulsion at 3 galJsq; Pcrmaglas Permashield 0100 at 9 gal /sq. applied simultaneously with chopped glass fiber roving at 3 lbs. /sq.; Permaglas Permabritc c ifk re aluminum coating at 2 gal/sq.. Kanlak 97 AF applied at a rate of 1.5 gal/sq.. 2. Flood coat of hot asphalt with an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 IbsJsq., respectively. -60 psf. 'A'. Sce General Limitation tY 2. 3 ":12 "; See General Limitation tY 3. G- 4UP -W, G- 4TP -W, G- 3UP -W, G- 3TP -W, M- SUP -W, M- 4UP -W, M- 4TP -W, M- 3UP -W, M- 3TP -W, SC- 4UP -W, SC- 4TP -W, SC- 3UP -W, SC- 3TP -W, • ECG - 4UP -W, ECG - 3UP -W, ECG- 3TP -W, S- 4UP -W, S- 4TP -W, S- 3UP -W, S- 3TP -W, E- SUP -W, E- 4UP -W, E- 4TP•W, E- 3UP -W, E -31 P -W, LRA- SUP -W, ERA- 4UP -W, ERA - 4TP -W, ERA - 3UP -W, ERA - 3TP -W, AW 4UP - W, AW- 4TP -W, AW3UP -W, AW - 3TP -W ? ;+. Gil Diamond, P.E. • fleck . 1 ,1 I Itct k 1). r 11.11 I n: PI■ Sheet: Cap Sheet: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification N. • \\'ood, Non - insulated 1 ° / or greater plywood or wood plank decks S∎s lcrn 1 pc' A (2): Base sheet mechanically fastened All (General and System Limitations apply. . ;' ., I (lnndahlc Base or Ultra Base applied to the deck will► approved :uuiul.,r ring t hank nails and tin caps at a fastener spacing of 12" n c.:lt the lap, 1 S" .1 c in two rows staggered along the center line of the sheet in the field. Two or three plies of Tough Ply IV or Ultra Ply VI ply slier( .1.111crctl in a full mopping of approved asphalt at an application rate of 25 lbs /sq + 1 S %. (Optional) One ply of Ultra Cap, Or Type 40 Smooth adhered in ► I1�11 nr gypping nr approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Required if no cap sheet is used) Install one of the following: Permaglas Permashield M 100 asphalt emulsion at 3 r,oI !•01, Perraglas Pcrmashield 0100 at 9 gaVsq. applie s 11. pp1 l glass fiber roving at 3 lbs. /sq.; Permaglas Pcrinahritc eitiol,ilicil reflective aluminum coating at 2 gal. /sq.. • Karnak 97 Al' apple . At :1 tote of 1 5 gal. /sq.. 2. Flood coal of hot asphalt with an application rale of ! Ills :,/1 t 20 %; plus gravel or slag with an application rate of Ih; :sii 1C ;00 lbs. /sq., respectively. -55 psf. 'A'. Sce General Limitation t# 2. 3 ":12 "; Sce General Limitation IY 3. G- 4UP•W, G- 4TP -W, G•3UP -W, G- 3TP -W, NI-SUP-W. M 11 ti' \\, X1 .41l' -v.' M 3U1'•W, M 3TP•W, SC 4UP•W, SC-3111' W. -' ' :+ 1P-W, ECG- 4UP -W, ECG- 3UP•W, ECG- 31 - P -W, S••1UP -W, S•411 \ \, i.)UP -W, S- 3TP -W, E- SUP -W, E- 4UP -W, E- 4TP -W, F•3UP -W, E -311' \ \.. I•I'.\ SUP-W, ERA- 4UP -W, ERA- 4TP -W, ERA - 3UP -W, ERA -3T1' \\' • .1W •111P •W, A \V 4TP -W, AW 3UP - W, AW -3TP - W Gil Diamond, P.F. 21 I',u,ui 1 1 ('1111 ,I N.) '. 1 1111 1 • L.- Wood Dcck S) stcm I. imitations: I. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option.. 2. Pre-assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, Iicad and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Gil Diamond, P.E. 22 Product Control No : 94.0211.02 296 ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU)— Continued Incline: 2 6 Deck: C.15/32 Glass fiber hood urethane Phenolic, perlite /urethane comm. f iber o Insulation ipn (O (Optional): optional taped joints, mechanically secure0 or NA... Baer or Shoot: T. ay G2tPermagtas base sheet - "Bondable Base Type 28". "Como...,. Bear Sheet: Typ "Type 40 Smooth" or - Type 45 Smooth ". mothers*.. t.. . ..Ultra Base ", "Intul•Base' , Pl 2 by "Tough Pi N . 61 Pumeplss ply sheets - "Ultra Ply VI ". ' g spot attached or hot Tye mopped. Ply Sheets: ere TYD j aplas "Ultra COP Sh••I "• hot moDD•d S lur hot mopped. Incline: 3 Deck: . 1 layer Type G3 Perm 7 Deck: i n 2 (O Incline: composite re. e. Insulation 3 i . max, sal Glass peer lets mechan tally secured or ot Po mopped n P erlite. 3 in. mor. oorional taped feints. Ply Sheets: 4 or more layers Type G 1 Permaplas ply sheets - "Ultra "Super Ply" hot mopped. Incline: 2 Surfacing: eck: Gavel or slag. Deck: io tionsll: Glass fiber faced urethane, perlite /urethane composite se. e. Ins rote 3 in. . m tional taped joints, mechanically secured or hot mopped Surfacing: 3 in. max. oD Incline: 1/2 Surlocinp: 1 layer Type G3 Permaplas "Ultra Cap Sheet ", hot mopped 9 Deck: NC e Incli e: 1/ ne composite °"' Ins 3 i . max, opt: Glass e d j tnts, echi es ply sheets - "Ultra Ply Pe "iws' "' 1 Permap P perlite. 3 in. max. optional taped feints. mechanically secured or hot mopps.•TTw s1 se.. Ply ". hot mopped' Ply Shorts: 2 or more layers Type G Ias "Type 40 Smooth" or G2 cap sheet, Pormep Surfacing: 1 layer hot mopped. Incline: 2 i eIncline: 2 one composite 0 10. Deck: G15/O2 e. Insulation (Optional): Glass fiber Iscsd mechanically secured or hot mopP,eCamn. - +� partite. 3 e map. optional taped joints. a 45 Smooth". 28 . "Come j Base Shaer: Type G2 Permeplep base sho - "Bondable Base Type "Ultra Base". "Insul•Base . '•TYPe 10 Smooth" or -Type ..l w: w• e G 1 Permaplas ply sheets _ "Ultra Ply VI" spy* attached or hot mopped ) Ply Sheets: 2 or more layers TYP •• hot mopped i "Super Ply" hat mopped. Incline: 2 (site P.N..' 1 Surfacing: 1 layer Type G3 Permeples "Ultra Cap Sheet f 11 peck: C-15 (32 lass fiber faced urethane, perlite /urethane composite P. w, peni 3 in. . max. o pt i onal taped joints. mechanically secured or hot o P d perlite. 3 in. max. oD le o rs Type 91 Permeples ply sheets - t IA Classified ore Y mopped. Permaplas "Ultra Cep Sh °Inelinoe:r1 /2 fled. Ply Shoats: 4 or m "Super PIy ", hot m - ' p0sde — 12. an " ROOF COVERING MATERIALS (T V T 1 ROOFING SYSTEMS (TGFU)— i' 1'• .: • Incline: 1/2 by te , - , • G2. moeMniuby fastened. WI �� y more layers Type G2• adhered with U. S. Intec Inc. "Matrix SB Co a -� bedded m U I c "Matrix 58 Cold Adhesr Incline: 1 / � ss n.•. IT G2 or TYPe G3 (inverted), mechanically fastened. QIIDr�T or more layers Type G2. adhered with GEO Industries "902 Perman. adeelaeeM Y Co "No. 200 Cold Pro Cement" et 1.1/2 to 2 9 Mef�rs' Gamy, 400 Ib ✓ embedded in GEO Industries "No. 621 Emulsion" or i 4 al /s0. I 2 • S.Intec ^ O faOrgy*. 400 Ibt✓$0. em 2 wow pra4eelan- at 3 to 0 Incline: ti erlite /urethane composite. g' 111411 aall walk Glass fiber/urethane iChe Dally fastened or adhered with hot r� � ors, taped joints. "Combination Bea• rk g NO ' Typ• G2 "Bondable Base Type 28 ". r • 40 Smooth" or "Type 45 Smooth ", mechanically fastened or adhere( Hss�• Mltltt •.pot aDDliadl Tough Ply" or "Super Ply" sdl 'e~ Ttao p more layers Type Gt. "Ultra Ply". . A rM halt or any UL Claasih me eMNolo. Cap Sheet", adhered with hot rooltnp asp Jeff• A c s Incline: 2 • Wo ., WIMP We wood Fiber Industries "Strode Dolt fS ", mechanically fastened Om Classified EPS root insulation, any thickness. mechanically as e WINO ppllonaf: Type G2. "Bondable Base Type 28 ". "Combination Be 10 Bmooth" 'TYPe 45 Smooth ". mechanically fastened or adhere et�rjpl/1tM Ndl or 0101 or applied) Ultra PI " 'Tough Ply" or "Super Ply". at 1: ` Typ p more layers Type G 1. • Y .11..1118 97101$ Cep 5heet", adhered with hot roofing asphalt or any UL Class. �aAIA' ► a r . • Class B h eatiac�'' Incline: 1/4 • �d l{/� syO � partite/urethane composite. pl IssA41 rR Glass fiber faced urethane. P or hot mopped. �8w, {� Iw rre; optional taped joints, mechanically secured o 188�lMtTYPO G2 Permutes base sheet - "Bondable 45eSType mooth'B methan c. �{�- 1 '1nw4Basi'. •TYPe 40 Smooth" or - Type WI aft M hot mopped. "Ultra Ply VI 'Tou• A M� 1 M mono layers Type G1 Permeples ply sheets - - .. -- ntoppad. a 40 Smooth" or 1 layer _ Iyerf Type G2 cap sheet. Permeples 'TYD SuAetinp: erlite / ursthane tom ate std Deck: C -15/32 moppd �.,i� sint... Incline: 1/2 (Optional): Glass fiber faced urethane. D "C 7.0_ s'�!IIIw.SIa Partite. i (Op a 28 ppd0,ylk Glass fiber faced urethane. perlite /urethane composite. 1 optional taped joints. heel - i Bo l ndable u Base Type e ,, me cnsrsi•_ �; perlte. 3 in. max, oP - Type 45 Smooth S M area opt i onal taped joints, mechanically secured or hot mopped. Base Sheet: Type G2 Perms Typpee 40 Smooth" or r r 45 mechani "Insul•Bass , Toug h Ph h T GI P•rm "Type 40 sheet - "Bondable Base Type 28 • the ' "Ultra Base". •'Ultra Ply VI' . our. " 10 Smooth" or 'Type 5 Smooth spot attached or hot mopped. Permeples ply sheets - " PI VI Ply Sheets. 1 lay Y "Ultra Cep Sheer. hot moppe �„ Ply'' not mopped . G3 Permaplas Incline: 2 des 1 ' Surfacing: 1 layer Type less fiber or D• Deck: C•15/32 partite composite 0 er . { 13. Dec (Optional): Glass fiber faced P Type ?8". • C M ~ � I Insulation IOP mechanically secured or hot mopped. Bale YP .. m s cns B on e t taped joints, lee base sheet - -Type 45 Smooth • 1 "Use Sheet: Type G2 Permn 40 Smooth" or "Ultra Base", Instal -Base . Ply Vf � . e G 1 Permaplas DIY sheets - spot anschsd or hot mopped. Ply Sheets: 2 or more layers mopped "Super PIy ". hot mopp °d Ty0 Ias "Ultra Cap Sheet', hot 1 layer Type G3 Permap Incllna: 1 14. Base: C -15/32 Cap Sheet" seet" Base S Type G3 Permeples -15/ "Ultra et' nail• . PIy Sheet: One or two plied Type G1 Shoat'. r T e.G3 Parmaples "Ultra Cap Ine:line: 1/2 las I.IM' ° 7 Su C 1 YD o p 15. Deck: C -15/32 comp ass tee. 01 � lots, or NI omoPbl 15 5moo� Insulation: Glass fiber laced u rethane• erlite /urethan• pies mechanically hose secured sheet - 16 in. min. (0pti taped jo e e ad nation a o Shoat , - Ultra Base". "I sul -Bess' Type 40 Smooth" or 'TYD , •• "Ultra Bsse' "Ultra Ply VI Bose I shears - P ly y Sh oo t slot am la a hot Type Parmaples ply Ply Shoots: 2 or more layers TYP Ias "Ultra Cap Sheet", mopped. "Super Ply hot mopped. I1 hot 1 p edinsuo^ d ~ Surfacing: 1 layer Type G3 Permap 16. pack: NC ors of the following' r o glass fiber, polite or wood unbend PoIY••ter so Ineuletion ss: ponaq: One rs more lay any thickness: po r more of "Perms Poly Ply Shoot • sp 300 WPM in ji0t co Sheet: One fi m asphalt. or clop at 30 conventional roofing Surfacing: Gravel or crushed stone et 400 Ib ey M o ly . st °r ,e, or loosely laid. unbend 1/2 P Ply Shoot One Suriecing: Gravel or 17. Dark: conventional roofing ^• more plies of "Perms Poly Ply Shaai' sD ina: s Ilood asphalt• h at applied in 600 Ias /sV crushed stone applied LOOK FOR MARK ON PRODU 1101 mopped. I sheets - " Ultra Y I0I H IS S ) 1 layer Type G 1 Nominates ply / A11 mped. • .• ta/ar op G3 Permaplas "Ultra Cep Shut. ^.t . m/ p etit ff0lstlartalk Gloss fiber laced urethane. perlite /urethane composite. �•� °s . optbnal taped joints. mechanically secured or hot mopp' d Tc LI more layers Type 61 Permaplas ply sheets - "Ultra Ply s G2 cep sheet. Permaplas "Type 40 Smooth" or ' Incline: 1/2 Glass fiber laced urethane. Derltte /urethane composite, f$04. notional taped joints, mechanically secured o Uu °e Ply Ped sco I l Ifr re layers Type G 1 Permaplas ply sheets - , fpf Type G3 cap sheet, Permaplas "Ultra Cap ". hot mopped. • eels Incline: 3 m 1t�estrQ hilsoPood. ' ,• Polyisocyanurate, glass fb, Derltte, wood fiber. any th.c 1 • Perms (• Yen, Type 61. l 0 Ias Ply Sheet ". "Permaplas S M K '►ermeplas Tough Ply IV ". adhered with hot roofing awn: ILIl Type 63, "Parmaples Ultra Cap Sheet ", adhered with hot ro sr.• COLD APPUCATION SYSTEMS insulation is mechanically fastened. The base sheet e rr dint (unless mechanically fastened), ply sheet and membl .7AAStican TAR Co.. "ATCO 1827-or Gibson- Homens. 3tr,i. • it: -1 •r:.:.. Cleo A NW s SP( • • Incline: 1 plus fiber. wood fiber board, polyuocyanurale, fry thickness. �y Vk Type G2. "Pe Of adhered with hot rooting asphalt. rmaplas Ultra Base .. mechanically taste ammit Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor__ New Building To be constructed of Estimated Total cost of improvements $ Zone Cubage required Distance to next nearest building Maximum live load to be borne by each floor Permit No Disapproved ( Signed) aS ss. MIAMI SHORES VILLAGE Date 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 a' building during progress of the work. Kind of foundation 2_ Date f Date e7 /7 ie71 No "✓ Z 5 Street /4 .w •'/ c Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 2! / ' / Q ._, State work to be done and purpose of building (by floors) Amount of Permit $ _Plan Cubage Size of Building Lot and for no other purpose. Remodeling Addition Repairs 2/ No. of Stores Roof Covering d I hereby submit all the plans and specifications for said building. All notices with 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 rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only such su permit, as are licensed by Miami Shores Village. Remarks (Signed) reference to the building and its construction may c ontractors, on work to be performed under this STATE OF FLORIDA, COUNTY OF DADE. 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector, ), - My Commission Expires e pt y ANNING 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE, FLORIDA BUILDING El DATE f lc ' O !� 195 ELECTRICAL El PERMIT 'N? 12651 Contractor's PLUMBING El No ROOFING Cia Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot BL A.J Subdi- vision ) Value of + Amt. of � � .'{ , / �J •..: •1, Project $3 6 t.. � 7 Permit $ f - 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. Signed • ,.- ""„s K ._1 L� l'*' � .. r BY L \ INSPEiTOR In consideration of the issuance to me of this permit I agree to �ss£oAn 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. M ACTOR OR BUILDER I BY AUTHORITY MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address- 27 ,_ Registered Architect and /or Engineer Name and address of licensed contractor__ __,L_k= _____ Location and legal description of lot to be built on: Lot _ Block Street and Number where work is to be done Date ;',7C bdivision State work to be done and purpose q of building (b floors)) f a A—. �t t" s9 , . a ¢ i. .., f i / C ,., _ __ _� . [ ..-_ ___ r _ ___ �_ �� � --4}.........a and for no other purpose. New Building Remodeling f \ Addition Repairs No. of Stories To be constructed of Kind of foundation______ Roof Covering Estimated Total cost of improvements $__ _ ✓� a ��.:. _ 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. ,t r ? Remarks (Signed) _ - -�+ _ - - -- 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 true. (# . Permit No Date i E Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) — - --- - ..- 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.