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ROOFINGinspection Number: INSP -12349 I' Permit Number: RF -3 -06 -680 Inspection Date: 05/08/2006 Inspector: Grande, Claudio Owner: CONCEPCION, GAINDIA Job Address: 35 91 Street NE Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Friday, May 5, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number (305)758 -2313 Parcel Number 1132060130100 Lot: Phone: 305 -751 -0382 Page 1 of 2 Passed 5p1 Inspector Comments / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP -12349 I' Permit Number: RF -3 -06 -680 Inspection Date: 05/08/2006 Inspector: Grande, Claudio Owner: CONCEPCION, GAINDIA Job Address: 35 91 Street NE Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Friday, May 5, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - Repair Phone Number (305)758 -2313 Parcel Number 1132060130100 Lot: Phone: 305 -751 -0382 Page 1 of 2 Issue Date: 3/17/2006 Owner's Name: GAINDIA CONCEPCION Permit Type: Roof Work Classification: Roof - Repair Job Address: 35 91 Street NE Additional Information Miami Shores Village, FL 33138- Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/15/2007 Contractor(s) Phone QUALITY ROOFING CONTRACTOR: 305 - 751 -0382 Yes Primary Contractor Comments: REPLACE MISSING AND BROKEN TILES AND HIPS, REINFORCE LOOSE TILES Type of Work: Repairs Additional Info: Classification: Residential 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, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -3 -06 -680 Phone: (305)758 -2313 1132060130100 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,300.00 Required Inspections Roof in Progress Final Roof Fees Due CCF Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $100.00 $3.00 $2.50 $107.90 Invoice Number RF -3 -06 -24157 Total: Amt Due $107.90 (e \LI / D\(/ Amt Paid MAR 9 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical TRoofing Owner's Name (Fee Simple Titleholder) Gaindia Concepcion Phone # ( 305) 758 -231 3 Owner's Address 35 N. E. 91 Street City Miami Shores State Florida State Certificate or Registration No. RC 0 0 5 8 6 2 7 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit $2,300.00 Submittal Fee $ Permit Fee $ Total Fee Now Due $ • q 0 (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 R'I C E IN E l R 5 2006 Tenant/Lessee Name Phone # Job Address (where the work is being done) 35 N.E. 91 Street City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO x Contractor's Company Name Quality Roofing Contactor Contractor's Address 13800 N. W. 1st Avenue City Mi State Fl Zi 331 68 Qualifier Carlos Arocho Type of Work: ['Addition ❑Alteration [New 1Repair/Replace ❑ Demolition Describe Work: Replace missing and broken tiles and hips. Reinforce loose tiles. * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Training/Education Fee $ 0 . Scanning $3 CID Radon $ Zoning Permit No. •' (5C) aster Permit No. Zip 33138 Phone # Code Enforcement $ Structural Plan Review. $ Zip 33138 (305) 751 -0382 Certificate of Competency No. 0 0 0 017889 Phone # Square Footage Of Work: Repairs CCF $ 1 . €30 CO /CC Technology Fee $ z - Bond $ Bonding Company's Name (if applica • . Bonding Company's Address City State Mortgage Lender's Name (if ap. ' ..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: 1 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. Signaturere Owner or Agent The foregoing instrument was acknowledged before me this 7 day of Ru 4.44.L - 200 4, by Cra. rid lAr /r-F�C�`,� -c , 0 who is personally known to me or who has prods* As id ntification and �\ NOTARY PUBL Sign: Print: APPLICATION APPROVED BY: chc 05/13/03 ** ** * ** * ** ** * ** ** * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Signature Contractor The foregoing instrument was acknowledged before me this 9 day of M �.cc . , 20 . 9 by C I p, Nit.T. .° , who is personally known to me or who has rodu cW" as identification and ' ho clixl tgl. Ott ` 11,, .<<<` 0 2 � .• o ct0:sl ;d' • o � ° NIOTARY PUBLIC: ' _4...9. #� �q� may: Sign: =<:o Oo edthru e m :g u of: . Print: ( 1.•6%`' 1 �� My Commission Expires: 4/644/Irsii6sii‘k\g‘‘‘‘ My Commission Expires: /it 'E OF Fl.. *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 1 of 2 • -•-• .0 • HO Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATIOJ‹ Master Permit No. • • • • • • • • • • • • • • • • ••• Section A (General Information) I aa ve30 Contractor's Name: 'Quality Roofing Contractor, Inc. 135 N.E. 91 Street Roof Category 0 Low Slope 0 Mechanically Fastened Tile O Asphaltic Shingles El Metal Panel/Shingles O Prescriptive BUR-RAS 150 MI Other: !Repairs Low slope roof area (ft. 10 Roof Type 0 New Roof 0 Re-Roofing El Recovering http://www.miamidade.govibldg/roofing_permiting/permit_app_secti... Process No. • ▪ — 6e0 1 • • •••• • • • • • • • • • • • • • ▪ • Job Address: 9. • • • ▪ • ... 9. Roof System Information Section B (Roof Plan) • • • • • • • ••• •• •• • • •0 •• • • • • • • • • • • • • Mortar/Adhesi Tile Wood Shingles/Shak Repair O Maintenance Steep Sloped area (f1 Total (ft. Repairs Are there Gas Vent Stacks located on the roof? 0 Yes No If yes, what type? 0 Natural 0 LPGX Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): r ----- Corner Size (a x MEER III MEM i.... MUM •M•MMEM EMMEN MIIIIMMEMMErommummummommummummummimmummommommimm 11011111111111111111111111111111 MMINIMMOIMMEMINICMEMEMMEMMEMMINIMMINIMMIMMEMOMMEMMIUMMEW mmummul".7.:91111MENOMMIIIIIIIIIIIIIMMINIIIMMIIIIIIMENIMINIMM •••••=111111111111111111MIWINOMMIalir. 'rnimamliMIIIIIMMIMIIIMINIIMMII milmommumminammommummummummummommommimmilmummimms mommummommommummunimmummummummummommicummirmull mmommmummummummummimummummummummummimmAsimmimm immunummummummummummummummommimmimmammommomm inimmummummywommummummummlimmummummummummomm IIMMENIUMMEMORWAMMEMEMEMMEMME IIMMEMMEMUMMEMMEMOIMMEMEM IIMMINIMMEMOMMUMESMEMEMEMMMEMMEMMENEMEMMERMEMMEMMEM 11111.11MMEMMOMMAMMENUMMIlmi■ ■IIMMINIMEMMEMMEMMOIMMIIMMEMEMM EMOMMEMEMEMWMIUMMOMMEMMEMMEMMEMEMOLIME MMEMEMMEWAIMEMMEMSUMMEMEMMEMMEMMEMMEMMIMOMMEMMERVAM IIIIMMINIMEMOmmimmumUMMEMMUMWAIMMEM IIIIIIIIIII 11111111111111111111111111111111111111111111111111 1111111111111111111111111116111111111111111111111111111111 ....................... •s.................•.•....... 3/8/2006 7:00 PM • SECTION 1524 Ati ( O yn! is /Agent's Signatur Date S Property Address Rev:1 120 /2005,Computer Services, Building Department Permit Number • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • .. • • ••• • ••• • •• HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOOTIFICA7ION FOR RODI.IP G 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..: Ije prgvreion/ of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and st rJd: of ie irZdustry for roofing system installations. Additionally, the following items should be addressed agpor Df tile vrperravtletween the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 6.1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) ar• 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 cordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring u ts (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 vieJved 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 ca4Jse water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected... C, _ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov loaded '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. a 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of thY 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. Contractor's Signature Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 17Qc CjCf� 26 it - se-4, 5 r sly D 2 27 l 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 45 70 21 46 71 22 47 72 23 48 73 24 49 74 25 50 75 Du Quesne & Associates, Inc. Consulting Engineers Quesne, P.E. ineer .E. #2 513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94-0318.01 SITE SPECIFIC INFORMATION Owner's Name: Ci kt t-i P 1. • / (— : • Job Address 5 \ 4T. t Wit ikK • Roofing Contractor 42U .1t cy l oo'I 46j Type of Tile:. ftL95 fbAr �' T Approximate Roof Height: 13 feet Type of Access to Roof: Scaffolds K Ladder Approximate Square Footage of Roof /COO ft 2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested t Z • 1 614 TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK UTR 16403 Environmental • Civil • Structural Testing Laborator Building Inspection Services ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 Permit #• S t 43 4 o - ,-E Date Installed' I k • 2 •Z * L. Roof Pitch 2 72 I Z Other IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. Please Note: This form is not valid unless Company logo appears in color (burgundy) 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 SKETCH OF ROOF JOB SHEET NO. CALCULATED BY DATE CHECKED BY SCALE OF DATE NOTES' $ KETCH OF ROOF ,OB 35,4 i4• 66191rE5 1 ✓ OF Z SHEET NO CALCULATED BY DATE CHECKED BY DATE SCALE 0 , �- 1 (di mr I._ Itu IBC coma crip 7 imineriacipm c e 4�t 41 ■ ■■■■ r ca■■'�r.��■rvi■N ■CAI ■ ■ ■■ ■■111■■■ --� ■■ S■■■ 1311111110MAIMPEE ICY` 'Alla 111111111 MAIL AIMP ■ ■■c5s■■■■■iOc■ P!,■ /.MZ■N!II ■`ii■1•MTM ME11111111 a NOTES. 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. Ow 7 , Owner's Name and Address V ircr in is O . C l i ft On No._. 35..._....... Street 1N? E. 91._S t r e e t Registered Architect and /or Engineer Name and address of licensed contrActor P�.x.fi~� .a,— x9 N.,W 1 2.._AN7e .MIAs.- Mil.IA.7..,.k'1a... Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 3 5 17 91 Street State work to be done and purpose of building (by floors)..._ e..i t.JI.TAq... one g t or y , r e,a id e tc e , Re Fla. Room; cap 1- 30#felt; mod? 2 -15 #; imbed, white pea rock into hot flowing asphalt. Appx. 6 squares. �\ W r � 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 $ 4 50.00 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 Perfect Seal - 2973 N,W, 17 Avenue- Miami 1a. -33142 The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida \Vorkmens 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 •e work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su. . • . actors, on wor o . j . rmed under this pennit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, i COUNTY OF DADE. j 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 stet o- a e,tru / Permit No. Disapproved --- -- --- --- (Signed) Date Date Chairman hfembcr MIAMI SHORES VILLAGE Read, Sworn to and'Subscribed before me. Notary Public, State of Florida to me well known, Buildinng Inspector My Commission Expires PLAN INC BOARD _.._._.. 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 nfter 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. HUILDING ELECTRICAL PLUMBING GOOFING Owner of ; uilding 'architect "_:ontractor Jr Builder .egal )escription L. 1 MIAMI SHORES VILLAGE. FLORIDA ❑ PERMIT N° 6812 0 Lot Work to be performed under this Permit t f rfi B1 'address of f / �/��` Value of II Amount of t - wilding 1 i < - 1 1 /: • Project $ l l Permit $ % _ rl 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 ierefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans lrawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ime 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 ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations , ertaining to the work covered hereby whether shown on the plans or drawings or in the statements or ecifications and that he assumes responsibility for work one by his agents, servants or employees. y-- z_, INSPECTOR CONTRACTOR OR BUILDER Signed. DATE Contractor s License No. /- '- 195 Subdi- vision 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 ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- epting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY jCJoSo NC. aye. 7% z2.07 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 0 Job Addres 3S N.C. 9I s?' • Tax Folio Legal Description y � Historically Designated: Yes No Owner / Tenant , Y O / / go YY1 e z. Master Permit # .389g wner's Address as W.E / Contracting Co. (41-- C eOO/ 9 G G . Address 0-S62 , c Q) 7 0 Qualifier /Q. c . ,2 SS# Phone 24,/- 4465 State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company • Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION & - 72.6 0 0 y` P4-/ /e✓ - �d-D 04/r . //- (.0 - 7/9y274 Square Ft. 5 S 5 . Estimated Cost (value) J/66 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 •nstruction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING . t C CAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and laws regulating construction and zoning. Furthermore, I authorize the above -named co My Co FEES: PERMIT igniture of owner and/or Condo President Notary as to Owner and/or Condo President MANUEL ALFONSO ,` Notary Pudic, State of Flo ►ida My comm. expires May 28, 1998 No. CC204198' —7/ /0/9.5 e RADON C.C.F. ' NOTARY TOTAL DUE r! T Phone ne in com stated. Signature of Contractor or Owner - Builder _\IANUEL ALFONSO .,Notary Public, Stale of Florida My comm. expires May 28, 1998 No. CC204198 ZAVN r/o �X ate Not as to Contractor or Owner - Builder �3' My Commission E..' ance with all applicable D — 7 /0/56 ate APPROVED: 1` Zonin g Building G Electrical Mechanical Plumbing Engineering Job Address: 3S WUE 7' '/ST Contractorro / e (/0' Process No. PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System As .embly 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 Gravel Stop/Drip Edge Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment Gutter Type: Gutter Gage: Fastener Spacing: \fff Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Job Address: 35 /fir q ST Contractor Reo G. CO Process No. PERIMETER DETAIL #5: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eidsit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. 16 co A. nail o.0 . ult -14 O u" 2r✓4 ti e.00 nil am hu nt i.1 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 PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Job Address: 3S /(/e 71 sr Contractor 4bl /r,, Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N /A ") Also insert applicable information pertaining ,D 'feet to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: NA Classification Category: all(e At Hurricane Oceanline ?: — Y .— N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: GROUND LEVEL feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: 3 5 WC q/sr Contractor PCo /'G Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: /e,0 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thic etc. Include fastener type and spacing used for wood - blocking attachment. A/ A- 'vvvv 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: 35 WE ' ST Contractorken /'(n 63 Process No. inches inches 1 T 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 ".) Surfacing: k.7 ( briefly describe. if applicable ) Top Ply: 1-f-m ( � et shoes Bonding Material: kn o ff 3 /2./IF Ply Sheet(s)(!.. I) -r 11 pig Tr Bonding Material: Wits It Fastener: (ij base sheet m c' all Base Sheet: K 11.3 Ca44 Bonding Material: (ij bate s eet bonded) Fastener: ( if top insularion ayes meth attached) Top Insulation Layer: ((/applicable) .... Bonding Material: (ijtop uuvlation layer bonded) Fastener: (ijinsulation mech. attached) Insulation: Bonding Material: (!f insulation bonded) Vapor Retarder. (4fappucable) Primer. (ijapphca5l) Built -Up Applications and Modified Bitumen Systems Page-4 DECK: Type: Gage or Thickness: Density, if concrete deck: Job Address: 35 Nc fl Sr Contractor 4ICO PPG (; 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 ?: Y N Notes: - Job Address: 3 7/ Sr Contractor 4-Leo 46 CO Process No. Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) ��Mld v 1 sh P sown rn77,P(1 HA- g,4t09riizP,p 0 Built -Up Applications and Modified Bitumen Systems Page -10 Built -Up Applications and Modified Bitumen Systems Page -3 11 mood R14358 INI COAL TAR PITCH asbestos Or inorganic glen s or Typo G1 inorganic glen r bitumen 25 Ib /sq followed I in ,, nn .vqh Or withOUI n P O , y0 , Jpylune ", 2 Wee to Jiarm 900 lb/sq. concrete toter() panels surfaced win o'gann; lell nailed G I inorganic glass felt. N t .0 min on Polypropylene ", 2 0I'p diem), 900 lbs /sq. concrete ,ngntg„ard' panels surfaced 1 or S tyronb (plastic), 1 al loam, 900 Ibs /sq. concrete ightgoard' panels surface/ ahoy or modified bitumen or Sr,'orib (plastic). I as ' Polo Scrim J am 900 IDs /sq, o0ncrel1 oaro panels Surfaced w,M R12094 (M C .)mpOSno any Ihicknuo n Fa. 14 I bonding 60ee eared with "TALC PAM its are sealed with s non 'omposde any Ihiclnese 32 bonding adhesive I on any Ihicknen .ding edneswe. 1 gent$ R3225 (M , n ai, nl the f0llow„r r g roonrig syStoml M r decks win M a ROOFING SYSTEMS (TGFU)— Continued ROOF COVERING MATERIALS (TEVT) 513 rasa Base FR ,s n Suilotla eltn 1,,, tliu 1.1 Uose shuul in any al 1110 lullow,ng roQIng sys r1 yens ease is a StolnUle ahornatn Lase shoal for use in any Rooting Syslum kinked 10 use over 'lombuftible duck 'lwsplan Verso. Smooth" re d s, ,,, alternat A e f w *elms listed below apron SmuuU, in any 01 the "Awaplan' hlrslyrene insulation can be used on any of the following Insulated noncombustible systems Wn covered with a minimum thickness of 1/2 in perl,ta or wood fiber board lemPly IV" ply shoot ASPHALT an replace V Ta , F SYSTEMS the following CG ASPHALT 6 or C rpuhng systems Meer Chan" venting base sheet con replace Glass Base" base shoot in the following Class A. 8 r` roofing systems when limited to noncombustible decks IemN.Ple" le a suitable alternate to Glass Soso In any of the I011owuiu systems r`.4 following 000 .combustiblo systems may be Installed over 0 minimum, 1/2 Type X gypsum, sod mechanically fastened to a combustible deck for the ruling to bu maintan,e, C otherwise indicated these consirnchonh may utilize any I1 of perinea, glass fiber. aarurethane. , socyenurale. comornabon , soCyanuralu'pernl0 or polyurethane /perlite insulation hot .494 Or nailed Wood fiber insulation is a sortable substitute on noncombustible ducks only i Deck: NC Close A Sae Sheet (Optional): I or more layers of Vun . Incline: 3 Ply Sheets: 3 layers Type 1 5 t Ply, hot mopped u1 place SIT o '9ani c t 9d a hoe ell moppet/ felt ('Tea /la or layers convention. Surfacin perforated 1 Cru shed all organic lull. hot mopped at 26 1U/sit/layer peck: C.15 /32v Crushed shine or slag Bea Sheet: T Incline. I Type 15 esphah urgeniC lull base 000 hOh mopped Ply Shoats: 3 layers Type 15 Perforated asphalt organic loll hot 00100011 Surfacing: Gravel, Crushed shine u, slag I Deck: C.I5/32 Incline. 3 Sea Sheaf Type G2 Glass barn lam PI )V Clan Premium t " hot m0 r Y Vapor Chan 43 IL Base Shunt" Or "Tam Ply Shoots: Min 2 layers Type G 1 e 1 ) Tani Glass Premium , hot mooned Surfacing: Gravel In a flood coat ul hot roofing aspnaII ID /sq t Deck: NC Sao. Sheet: Type G 1 "Tam Glass Prernwm' I Inc dna: 60 3 mopped or nailed V Y sheet or Type G2 'Neel Ply barn sheer. hot Ply Sheets: Minimum 2 layers Type G 1 Tam Glass Premium hot inup0u11 Surfacing: Gravel in 9 hood coal of not roofing asphalt at 60 lb'S i Deck: C•15/32 T Insulation: I in minimum glass IIh r Incline. 3 peso Sheet (Option0l). e "r 001 ' na Ib or sprinkle mopped or Type ee ply sheet "l u lna 02 base meet ' 43 lb Base Shoal 'Glass Base or "Vent PI PI Goss emmm' not inepoed Or nailed y. Y Sheets: 3 layers Type G I "Tan, Gass Premium" or Tom Pry p' hot '019 /69 Surfacing: Gravel in a Mood vont of hip roofing asphalt et 60 Ib'sq I Deck: NC Bsse Sheet: Type G2 "Glass 8a» Tam Glass Premium oe: T i an, Ply IV hot mopped P ly Sheets: 2 or more layers Type G I ° Tam .Glass Premium" or "Tens Ply IV" hot mopped Surfacing: Type G3 - Tam :Cap' hot mopped ' Deck: NC Insulation (Optional): 1 5/16 Incline 2 sprinkle mopped 3 t-4 u m a. on plans tide* Whin a wooJhbur rsuCyanurU le else Shoot (Optional). 1 or mime 1 vou 02 Vent Ply Vapor Chen Tani G1,,ss Premium.. " gem Ply IV' or "Glass base ho, ' Ply Sheets: 1 laver "Awaplan smooth surface in bitumen) not mopped Or Awaplan granule surface (modified bitumen) heat ruse() Surfacing: Type G3 "Tam.Cap hot mo;,ped 1 Deck: C• 15'32 Base Shut: Type 15 "43 Ib Base Sheet . 'Tani Glass Premium urn» Tan, Ply IV" or nailed y Glass Base'. Ply Sheets: 2 or more layers Typo 61 "Tani-Glass Premium ". hot mopped Su Type G3 "Tam•Cap ". hot mopped I Deck: C•15/32 Bea Sheet One or morn layers of T > Incline: I mopped or mechanical) f vI ° G1 Glass Base" 'Versa Base or 'Vapor Chan not Y astonad in place ,n Ply pla S ce. m hut: Ono or more layers of T 02 Tan, Ply IV ur ' Tarn Gloss Premium' but mopped Cep Sheet: Type G3 "Tam Cap hot mopp In place g Deck: C.15/32 Incline. 2 1111e Sheet: One or morn layers 01 Type 15 listened In place a 43 Base Shaul' Iwt mopped or mechanically Ply Sheet: Two or more phes of type G2 Tan*Ply IV' or "Tem•Glass Premium . hot mopped in placa. Cep Shut: Type G3 "Tam Cap ". hot mopp ,n I .1 Deck: 0.15/32 u ace L,chne. 2 t " m Inwlatl0n (OPtlenelp Perllns, 3/,1 in ;h min or 2 m puck Pur r .. ha Sheet: One or mgr, later_ of I 02 Glans base' "Vr•r10 Oa c' or "Vnpu. mopped Or mechanically Ias,nneu in ,lava pr r A Membrane: One layer of ' Awaplan S nor ui'' ' 0 „'s. q 'n 1101 *,,alma pla C,p Shut: i (moil' rod '.num,l,) h,l niuPped ,n elate Type G3 'Ten, Cap n„1 mopped in place 1 Dick: NC lase Sheet: One or more plies 01 I em Pl Incli 3 I, Y IV nil o»ped d or r„ uNia a IIy f Iastene() Ply Sheets: One or "Ore SwhCin u vs of rem Pt IV fiat n,o ^pad 0. , ,nchan. foslonec) 9: Gravel crushed stone or crushed slap in a l.Jo,. coat of hot roofing asphalt LOOK FOR MARK ON P.1OO1,CT ) 1 1.1 1J { { A •t , 4:.J A :r l I II *e 1 :.• 4 C i CJ '1n )r; NAMABLE DECKS (WOOD) 818 Tam-Olass Premium (REGIONS 1, 2, & 3) ASrI TALI IN TERPLY MOIPINGS Material Requirements TAMKO TYPE 43 Coated Base Sheet or BASE.- N -P11' Base Sheet I fl TAMKO FIBERGLASS rLY SIIEETS (Options Brims 1 2 flies 512 TAM-GLASS PREMIUM 612 TAM-PLY IV I AMKO TAM•CAP Fiberglass Mineral Surfaced Cap Sheet Interply Asphalt (Per 100 sq. ft.) Approx. 69 Ihs. Clinch -type nails (Per 100 sq. h.) Approx. 100 Nails Slope: Positive drainage up to 1.112 in per linear ft roe slopes above I In. per linear ft., fastening of the roofing felts Is required (see Section 0 0 Deck: The deck should rnnfnnn to TAMKO general rennirrmem, (err Section 4 0) Asphalt: The asphalt should be ecnthrd by the mannf., t' meet AC1 1,1 n 112. 1yrc II for slopes up to 1/2 In. (except In Fl., TX. NM. A7. C.1) and Ts pr 111 for slopes rep 10 1.1/2 In (s•• •r00 11 0) TYPE 43 Coated Base Sheet or BASE•N•PI.1' Base Sheer 9tatung at uhf bas point r1 the roof. install I ply of TAMKO 11TE 41 Coated B:,<e ‘ or n•\Cr•N.rt', ad(' lopped 2 it nod end lapped 4 in Apply at a right angle to the sl of t tool Nut the shat along the lap at intervals of no more than 9 in Stagger•nail c'n IQ in renter, al.mg 2 Ines located I1 in from each edge of the lase sheet (see Section 10 01 Fiberglass Ply Sheets: Over the base ply, install 2 plies of 1•1 LAM ASC rRE• 1 or TAM.rLY IV fiberglass Ply Sheet in spec il,a, asphalt S with an 18 in wide sheet followed by full 36 in widths, shingle fashion lapping rash pI, 19 in over Ihr preceding ply so that at east 2 plies rover the hose ph i' a p,•nv Yrp•rrnlYI• 21 Ihs (+ 15%) n( sprc asp per 100 aq I, 01 , '1,1 I,r usr,l tr cm ran h pis (err Crrtirn R 0) TAM•CAP Mineral Surfaced Cap Sheet: Starting at the I,'u 1„1111 of the •1, apply I pit of fAMKO TAM.CAP. side lapping each sheet 2 in and ctrl bopping I to nvct the preced- ing sheets Fully mop each sheet with 5p asphalt at the tate of 21 Ihs (1 I 5').1 of specification asphalt per 100 sq. h. On slopes of 1 in per 4c•t rn gyrate,. nail adjacent to the top edge on 12 in centers. Nail the laps on 3 in (elvers and no'p the hill width with specification asphalt NOTE: Before application of TA\LC.Ar. cut it into 12 ft. to 18 ft lengths, allowing it to flatten and relax. Stagger the end laps (See fold ',rather appli- cation recommendations, Section 15.0.) • Flashing: The flashing material must he a.TA',110, pr•I• rr :nl'r d modified as: flashing material (sec Section 30.01 U.L. Requirements: Contact TAMKO for information on LLL. systems rrquire,ienis • TAM .(, \ I' 818 Tam -Ply IV lA %IK(11 Int 0, ,1 Cl n t l • • woos me K • 1 \Il.t r. \ .I .111, t 111 1 Ply NAMABLE DECKS (WOOD) 514 Tam-Olass Premium (REGIONS 1, 2, & 3) r ASPHALT FLOOD COAT Material Requirements TAMKO TYPE 43 Coated Basc Sheet or RASE•N•rLY Base Sheet TAMKO FIBERGLASS ri.l' SIIFF.1S (Options Reims 514 TAM•GI.ASS PREMIUM 614 TAM•PI Y' IV Interply Asphalt (Pcr 100 sq. ft 1 Flood Coat Asphalt (Pcr 100 sq ft.) Gravel (Per 100 sq. ft.) Chnch•type nails (Per 100 sq. ft.) Slope: Positive drainage up to 1 in per linear h For slopes above 1 In. per linear ft , Frio toning of the roofing felts is required (see Cen„on n (1 Deck: The deck should conform n' T AMK' 1 p',n, ,l uypwrnvntc (,rr Ce(tion 4 01 Asphalt: The asphalt should he „•n,I,, d Iw the ,namdar,n,er a' n cct AC15) D 112. Tvpe 11 for slopes up to 1/2 In. (except In 11.. TX, NM, A7. ( 5) and Type III for slopes up to 3 In. (see Section I 1 01 TYPE 43 Coaled Base Sheet or B \SF -N•PLY Base Shcrr. Stoning at the Inc. point of the roof, install I ply of TAMKO 1 Y'I'r 11 5 Haled Base Cher, n, PASS•N•I'LY•, side lapped 2 in and end lapped 4 in Apply at a right angle to the slope of the and Nail the short along the lap at intervals of no more than 0,n Stagger•nad on 1R m crnrrr, along 2 lines located 12 in from each edge of the hasp sheet (see Set Zinn 10 01 Fiberglass Ply Sheets: Over the hale ply incrall 3 plies r'1 TAMKO TAM ( ;IACS rpr MUM or IANIPL)' I \' I1Fer r1 Shrct u, ape „Iranian asphalt Starting Item the low point of the roof, apply a 12 in width. then a 2 n, 110111. and follrow with full 36 in 's•idths, shingle fashion, lapping carp ply 2 111 ill s'0 h a manner sn that at least 3 plies of ply sheet cover the base ph at any point Appro,c,tna 21 the 1=151) of grt,hcanr'n asphalt per 100 sq II should he used to embed Carlini) rsr. Crrtinn R M Surfacing: Apply a fltx coal 111 60 Ihs (e l S'r. of spett hun'.'n asphalt per 100 cq ft met the entire surface While hot. e rixtl approximately 401 the nl clran roofing gr.n•r1 or 300 Ihs of slag per 1( sq h of completed roof arra (vr Gel on I 1 01 Flashing. The flashing material must 1r a 1,\n1K'1 roArurr remforcrd mndlird asphalt flashing material (sec Section 10 0 U 1.. Requirements: Costae 1, for infrmiatu'r nn 1 1 sy =lr,rs rr•pnr�nu•nta • • • 34 See rage 16 for TAMKO Systems Guarantee Durations TAMKO FIBERGLASS PLY SI WET . c . L t - . . s _ 814 Tam -Ply IV ASPI IA) 1 INTFRr1.v \t( 1 1'r1Nr ;c TAMK(1 RACE Currl ;to W OO D DECK 1 Ply 3 Plies Approx. 100 Nails toe Approx 69 Ihs. Approx. 60 lbs. Approx.4001bs. Deck Type 1: Deck Description: System Type E: All General and System I, imitations apply, 13asc Sheet: Ply Sheet: Cap Sheet: Surfacine: Nlaxinlum Design Pressure: rNlaximtim Fire Classification: (Maximum Slope: Specification No.: Wood, Non- insulated " /,;" or greater ply\vood or wood plank decks I3asc Sheet mechanically attached. Type 43 coated, Gage- N -PIv®, Vapor Chan or Glass-Base" base sheet applied to the deck \vith approved annular ring shank nails and tin caps at a fastener spacinY_ - of 12" o.c. nt the lap, 18" o.c, in two rows staggered along the center line of tl,e sheet in the field. TWO Or three plies of 'lam -Glass Pre, tinti or Pant -Ply I V ply sheet adhered in a full stopping of nttprovcd n;phalt at an application rate of 25 Ibs. /sq ± 15 %. (Optional) One ply of Tarn -CapA adhered in a full mopping of approved asphalt at an application rate of 25 Ibs. /sq. ± 15 %. (See 1antko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1 - 1 1 / gallons fibcrcd aluminum coating per square, gallons emulsion roof coating per square, or asphalt surface nt an application rate of 20.25 Ibs. /sq.. Coatin!,s shall be applied according, to the manufacturers' recommendations regarding specific application rates and \\ cnthcring. 2. Hood coat \\ ith nn application rate of 60 Ibs. /sq ; plus ,ravel or sla�1, with an application rate of 400 or 300 lbs. /sq. respectively. -55 psf. 'A'. Scc Gcncral Limitation Ai 2, 3 " :12 "; Sec General Limitation M 3. 5 1 2 , 514, 5 1 6 . 6 1 2 , 614, 6 1 6 • U • 0 • 13 • • • 0 0 • • o • • • • e•• • • • • � o • • • • • • • • • - :/ • • • • • • 0 • I • • • • Product Control No.: 95-022/,02 • I . 11 Ro•rit•trez. METRODADE Tantko Roofing Products, file. 220 Nest Fourth Street PA. fax 1404 Joplin, MO 64801 R'.) II CI_ QULAcC1TTJNCE Your application for Product Approval of raptko 1lllilt'uu 13oof Sy ,ltcut. under Chapter 8 of the tvletropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and c„!,:ulawms as submittcJ by Factory Mutual Research Corporation, Construction Research Laboratory, Inc., Untlern'rilcrs Laboratories, Inc. and Southern Building Code Congress International has been recommended for acceptance by the Building Code Compliance Department to be used m Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid fora period of three years. The Building Code Compliance Department reserves the right lo secure a product or material at any time fora jobsiic or manufacturer plant for quality control testing. If product or material fail to perform ur tl,e a; 1:roved manner, the Code Compliance Department racy revoke, modify or suspend the use of such pro.luct ..r rt.ucrial in The Building Code Compliance I)epirtment reserves the right to require testing of thi, pr0Jiict or :u,t,riil should any amendments to the South Florida Building Code be enacted affecting this product or material The expense of such testing tvill be incurred by the Manufacturer V PRODUCT NO. : ACCEPTANCE NO.: 2_Q222..Q; EXPIRES:- fE8 1 4 1997 APPROVED: FEB 2 y 1995 t.1BTflOi'OL) IAt 1 DADE COUNTY. FLORIDA rME1 f1C) DAOE FL AGLER BUILDING - PLEASE NOTE- THIS IS FILE COVl :I6IIE1 ;r. SI:.f: AI)OI'- IONAL. PAGES FOR SPECIFIC AND ( ;ENER.\I. CONDITIONS. • I:ll:l:)I•G CODE CO;rlf.11 1 QUILDItNG CODE COMPLIANCE DEPARTMENT SUITE IG00 t.META0•DADE FLAGLER OUILDItlO 1.10 WEST F STREET MIAMI, FLORIDA 33130.1503 (305) 375.2901 FAX (305) 375.2900 Raul Rodriguez Product Control Division Supervisor This application for I'rodi,:t ,\ ppruv al has been reviewed by the Metropolitan Dade County Building Code Compliance I)cpattntcnt and 01: J l,y rite Building Cody C o i tcc to be used in I)ade Coot y, Florida under the conditions set forth . bOvc. r, Director (:uildinti Coc:e C.onir ti.,nc: Department tvletiopuli Dadc Cuu,il,� .! • • Job Address: r3S 9/ ST Contractor Process No. Job Address: .35 ,(/E w Contrac 4- 0 k6 Process No. (Check one of the following) Recover 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 AS[M E907 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: Deck: ( Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Re-roof: X New Construction ■Tfr Y N 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: Ta o X43 C 4 &Se_ Lkeckyl(cod1 faSte , Ply Sheet(s): e S ( Type and method of attachment) © CIA) Built -Up Applications and Modified Bitum ems Page -2 Reviewed Field Test Data ?: Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Y N Plan Examiner Job Address: 3S NE qi sr Contractor 41 CO i-tG Process No. 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. ) 12ao1 -166 9/94 ( 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. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS UP 7 (7,0)1 � frvcucr f5 :O2a . 02 ( 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 Applicant: Tamko Roofing Products, Inc. 220 West Fourth Street P.O. Box 1404 Joplin, MO 64301 Category: Roof Membrane Systems Sub-Category: Built-Up Roofing Type: Conventional Sub -Type: Fiberglass /Organic Product Control Notice of Acceptance Roofing System Approval Product Control No.: 95.0222.03 Approval Date: B 2 4 1997 E piration Date: FEB 4 1991 Tamko Roofing Products, a manufacturer of commercial built-up systems since 1944, produces a'wide range of roof products for built-up and modified bitumen roofing systems, In addition Tantko offers two ply modified systems to meet the demands for multi -ply SOS modified specifications. Tamko systems utilize organic and fiberglass membranes for approved systems Built -up roof specifications carp be found in the 600 (ply IV) and 500 (piy VI) specification series. Specifications can be found in "Commercial Roofing Specifications and D:tsils ", published by Tara° annually. Tamko provides ~∎ granted systems over various insulated and non•insulatcd substrates. Tamko built-up roof systems may be used in conjunction with Tamko Awaplan modified bitumen, the specifications for which may be found in the Tamko ,Awap ►an Product Control Approval. Details shall be installed in compliance with Tamko published or job approved details. The Tamko Roof System Assemblies have been extensively tested at factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and ttie current Factory Mutual hppi oral Guide. 1• Extensions of Acceptance maw be cnnsidered after a new application has been filed and fhe supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re•testing shall bear the seal, signature and date of an engineer registered in the State of Florida. Q?ICEQQf:r CCE_Lf c1N_CGL_SIA.N.Q.A_E(?_C2�.1= 1_l��' Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re evaluation. �t• This acceptance shall not be used ns an endorsement of any produce for sales or advertising purposes. S• The Notice of Acceptance number preceded by the words Dade County. Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Nonce of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval dra..ings, ..vherc required for permit applications, shall be provided to ;he applicant by the manufacturer or his dk.ributcrc nnt,ss othen noted in the Notice of Acceptance The prints need not be re - scaled by an engineer. 7. Failure to comply with the StandIrd Conditions shall be cause for termination oldie Api This Product Control ApproN:tl superccrlcs \pprovnl n94.0323.45. `0 LaY/ „1 � Rau 'Rodriguez Product Control Division Supervisor Tam ko Rooting I'roducti s.items ,• nJ products ;ire distributed through ide network of roofing wholcs,tle distributors throughout the Such Florida area Technical questions should be addressed to the District Commercial Roofing Manager at 1-S00-2 Dodie Webster 220 west Fourth Street P.O. Box 1404 Joplin MO 64801 41 624.6644 Ext. 257 R UI Rodifuluez General Limitations: Note: Product Control No.: 95- 0222.02 ,\1I General Limitations shall apply to the systems approved in this document. I. All asphalt shall comply with AST\t D 312 type 111 or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly Refer to current Underwriters Roofing Materials Iirectory or other lire testing data listed in the testing file. fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the Soffit) Florida Building Code. 3. Maximum slope range shall vary for each system., consult current Underwirters Laboratories Roofing Materials Directory and Tantko specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control Approval for slope limitations on these systems. 4. An overlay recovery board insulation panel is required on all applications over closed cell foam insulations \\ hen 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 3" 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 Asphnit application of either system sltall be at n minimum rate of 12 lbs. /sq.. Note maxitnunt design pressure restrictions on spot attached systems. 5. Any amendments In these provisions shall be in compliance with Sections 203 and 20.1 of the South Florida Building Code. 6. All or shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications p :iblished by the manufacturer. 7. In re. roofing applications. moisture content in an existing built-up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to :Itc ca1_u:;tte:1 dcri r pressure of the ro'>f deck. 9. If required, nnv factory Mutual Approved vrif.or t..ar:icr in c.nnjunction with proprietary or ncprovcd adhesives may be used prior to the application of the insulation layer. 10. Perimeter and comer .rreas shall have ;.r, in :rcase in fastener density for both insulation and hnsc sheet in compliance with Dade County Protocol PA 117. / / / L L Raul Rodriguez. 35 Product Control No.: 95- 0222.02 11. All perimeter and nailer metal profile design shall conform with Dade County Protocol PA 1 1 1 of the South Florida Building Code. 12. Fleshings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13: Tatnko roll good materials shall be stored on end and on a clean, flat and dry surface. Consult Current Underwriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3 of the South Florida Building Codc for maximum Are classification. 15. Asphalt mopping shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (ENT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an ENT, finished blowing temperature (HIT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(n)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. First laver shall be attached in compliance \vith Product Control Approval guidelines.. All other layers shall be adhered in a full propping of approved asphalt at an application rate of 25 Ibs /sq. y 15% or mechanically attached using the fastening pattern of the top layer. Relcr to manufacturer's literature and /or the NRCA Rooting and \Vnterprooling Nlauttal for correct npplicaiton procedures of insulation panels in hot asphalt or adhesive. 17. Pre•assenrbled cap mils may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking. head and side laps, and base flashing terminations. Cap nails shall not be used for the ntechanica1 attachment of a base sheet. Tin caps are required by the South Florida Building Codc. 1 S. The submission of system specifications and details shall accompany the Section 11 Building Permit Application. This information is available in the publications listed in the "System Description" on page 2 of the Product Control Approval. The submission of these cioettmcnts. as well as the proper application, installation of all materials shall bc the sole responsibility of the contractor. 19. No incur, tic'n pnt.cl shall be I;,r,er that x 4' w!rc:t bonded to III" substrate in hot asphalt 20. Non•conrbustiblc :yrtc ms approved by Underwriters Laboratories may bc installed on combustible decks .vI,ile ma;ntaining the swine Tire rating; over a minimum I/'' Type X Gypsum board mechanically fastetrcti to the deck. Raul Rodriguez. /, 1 S6 Base- N- PIyZ 103' .x 36 "; Roll weight: 72 lbs.. Glass - Baser" 103' s 36 "; Roll weight: 72 lbs. Tani Glass Premium Tam -Capra Tam -Ply IV" Type 43 Base Shcct Vapor-Chan" Versa Base Trade dames of Products Manufactured or Labeled by Applicant Product Dimensions •Awaptan Premium" 33' 11" x 39.3/8 "; Roll weight: 100 lbs I S0'•x 36 "; Roll weight: 33 lbs.. 36' x 36 "; Roll %vcight: S3 Ibs,. 130' .s 36 "; Roll weight: 44 lbs.. 7.' ..\ 36 "; 14,11 w.:12n1: •iS Ib%.. 36' x 36 "Roll weight: 85 lbs.. 54' x 36 "; Roll wci;h:: 94 lb:.. Test Specifications ASTtN1 D 4601 ASTM D 4601 ASTM n 4601 ASTM D 7178 Type VI ASTM D 4601 Type I V ASTM n :636 ASTM 041601 ASTM D 5 147 Raul Rodriguez Product Control 1•o.: 95- 02:2.02 Product Description A 230 g /m' polyester reinforced SOS modified bitumen membrane surfaced iwth granules. Applied in hot asphalt or cold adhesive. Also used as a walkway material. A fiberglass reinforced SDS modified bitumen base street. For use in conventional and modified bitumen built -up roofiing. An asphalt impregnated and coated glass Tiber base sheet for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated and coated ;;lass fiber ply sheet for use in conventional and modified bitumen built -up roofing. ASTNI 0 228 Asphalt impregnated and coated felt surfaced with mineral granules used as tl•c top ply in conventional built -up roof membranes. Type IV asphalt imprcgnatcd glass felt for use in conventional and modified bitumen buill-up fooling. A,i org.uiic felt reinforced asphalt base sheep. • \ppltsd i't hot asphalt or nieckacic;:ll;• I��a:ned. An asphalt impregnated and coated glass. fiber base sheet for use in conventional and modified bitumen built -up rooing. A fiberglass reinforced modified bitumen base /ph; sheet. InsulPixx Fastener l'A 1 1 a Plate Fix Fastener I'.1 114 'Ultra Gard Gold anous PA 110 Polyisocyanuratc t'oanl insulation Rawl Drive Fastener PA 114 Insulation fastening assembly. Rawl Spike Fastener PA 11.1 Insulation fastening assembly Rawlite Fastener PA 114 Zamac® Nailin PA 1 1 •I Tru•Fast Fastener PA 114 Asphalt Fibcrcd Asphalt Emulsion High Density Wood various Fiberboard ASTNI D 3 12 Type 111, Type 11, respectively ASTi\I D 1227 Fiberglas PA 110 Fiber glass roof insulation gcncric PA 110 Nails I'A 11.1 Pcrlite PA 110 Insulation fastening assembly Insulation fastening assembly Insulation fastening system Perimeter terminator. Insulation fastening assembly Bonding and watcrproolillg generic adhesive. Roof coaling. generic \Vood fiberboard 11.511 �1I101 ;. Alin. It 12 corrosion resistant annular ring shank mils. I F•N- 105•f3 Type 2 . Pcrlitc insulation board generic Product Control No.: 95- 0222,0' Q Tru-Fast generic gcncric The Rawlplug Company, Inc. SFS /Stadler SFS /Stadler Schuller Interr.atior Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. Tin Caps Type X Gypsum min. 32 gi. N I 3/S' 2 0" various P;\ 110 Min. 32 ga. x 15 /S" corrosion resistant circular discs. Product Control No.: 95 0222.02 Gypsum barrier board. generic generic Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation Southern Building Code Congress International Tomko letter Underwriters laboratories, Inc. Test Ii ntitier 4766 J 1. 4 0QS /0.AM J.I. 4 I K2A9.Af 1 J,1 4 OF'OA7.AM1 J.I.IXIA5.AM 1 1. 2T0A2.:\NI J.I. OR9A6.:\M ;; 83l S R3223 83325• I ro 13 Test Reports Raul l:odrigucz Test Name /Report Uplift Approval Class I Fire; 1 -90 Windstorm Classification Class I Fire; 1 -90 Windstorm Classification Class I Fire, \Vind Uplift, I Iail Approval Wind Uplift and Fire Classification Wind Uplift and Fire Classification \Vind Uplift and Fire Classification Class I Fire; 1-90 \Vindstorm Classilication Certified Physical Property Data Fire Classification •• sec current directory Wind Uplift resistance Product Control No.: 95- 0222.02 Date 01.22.87 10.0 1 1.27.85 07.08.81 07.19.93 01.21.91 01.02.90 03.10.83 07.13.S1 12.1 3.93 02.17.94 insulation Tvpes: Fibrous glass Perlite Fiberboard Rocl:wool Polyisocyanurate Composite Board i'iaxirpum D L;L pressure M pesign Pressure Wood •» psf Steel -50 psf Concrete -SO pst Lightweight Concrete -45 pst' Cementitious \Vood Fiber -45 psf Poured Gypsum -45 psf �1�lximtAl F C lass i ri Miuerial Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Ccmentitious \Vood Fiber Class 'A' Poured Gypsum Class 'A' Note: Fire classifications and maximum cicsign pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Undcnvritcrs Laboratories Roofing Materials Directory for Fire Classifications. Raul Rodriguez. 10 Product Control No.: 95 0222.02 Versa Base FR Versa Flash 160 54' \ 36 ", Roll eight: 60 lbs. Product Control No.: 95.0222.02 :\ST`t D 5147 :1 fiberglass reinforced modified bitumen baseiply sheet. .\STNI D 51.7 Flashing material reinforced with ISO Wm' polyester mat saturated with asphalt and coated on both sides with Kraton SDS rubber modified asphalt; surfaced with • ceramic granules for protection from ultraviolet degradation. z /Zi /Z I , Raul Product Trade Names of Products Manufactured by Others Dimensions Test Specifications Hy-Therm Millox various PA 110 Polyisocyanurate foam Apache Products Co. insulation. Pyrox various PA 110 Polyisocyanuratc foam Apache Products Co. insulation ACFoam•11 various PA 110 Polyisocyanurate foam Atlas Energy Product: insulation. Hy•Tec 8lackore various I'A 110 Polyisocyanuratc foam Cclotex Corp. insulation. Ily•Therm AP various PA 110 Polyisocyanuratc foam Celotex Corp. insulation 1Iy- Thcrnf Nail -Line various PA 110 Polyisocyanuratc foam Cctotex Corp. insulation Anehorbond Fastener PA 114 Insulation fastening Construction Fastcn.o assembly DekFast Fastener PA 114 Insulation fastening Construction Fastenc. assembly Iso•Shicld P.\ 110 Polyisocyanuratc foam insulation. FM -90. FM -60, FPM -45 PA 114 Gas.; ply fa ;tcatr.s assembly, 20 f- AF Emulsion AS fM D 1227 Fibratcd aluminum coating. Fibcrcd Aluminum A STNI 0 2824 Roof Coating Product Description Fibrated aluminum zo:,ting. Product Control No.: 95- 0222.02 Dypinst. Inc. taut Rodriguez /. Manufacturer ES Products. Inc. Grundy Grundy Henry 520 Aluminum ASTNI 1) 2324 Gripdek Fastener Hexcel Fastener Ilextra Fastener Roofgrip Fastener ISO 95* Iso•Lite R I.exsuco Clips w/ Discs Perttia- Fastener Karnak No. S 1 Karnak No. 97 AF Asbestos Fibered Asphalt Emulsion \sph ;alt Emulsion (Fibcrcd) Cntulsion Roof Coating - Fibcrcd Endure Emulsion elastic various various PA 114 PA 114 PA 114 PA 110 PA 110 PA 1 1 4 PA 1 1 4 Proprietary AST\1 D 2S24 ASTM D 1227 STM D 1 AS'I':.I 1227 AS I I\'1 D 1227 . \Iuminum coating. Henry Co. Insulation fastening ITW ffuildex assembly Insulation fastening 11'W Cuildex assembly Insulation fastening ITW Buildcx assembly Insulation fastening ITW Buildex assembly Polyisocyanurate foam International PcrIIi lh insulation Pulyisocyanuratc foam lnternationat Ferman• insulation. Insulation fastening International Pernlaln assembly. Insulation fastening International Pcrmalit, assembly. Cold Applied Adhesive Karnak Chemical Co Fibrated aluminum roof coating. Based cnullsilied roof coating. 3asec; eimilsineJ roo7 • ^.timing. Roof coating. Product Control No.: 95- 0222.02 Based emulsified roof Monscy Products coating. Karnak Chemical Corporation Monscy Products Monscy Products Monscy Products Endure-Premium Aluminum ASTM D 2324 Product Control No.: 95- 0222.02 Aluminum coating. Monsey Products Premium Long Life ASTM D 4479 Roof coating. ivtonsey. Products Pro -Grade Aluminum .ASTi`i D 2324 Aluminum coating. Monsey Products Weather•Chek .ASTNI D 2324 Aluminum coating. Monsey Products Aluminum - E'NRGY'2 various PA i IQ Polyisocyanurate foam NRG Barriers, Inc. . insulation. ISORoc various PA 110 Polyisocyanuratc foam NRG Barriers, Inc. insulation. Nail -Tite Type R PA I 14 Base ply fastening Nail -Tice Fastener assembly. Con -Tice Fastener PA 114 Insulation fastening system Olympic Manufacturing Group Olympic Base Ply PA 114 Base ply fastening Olympic Fasteners assembly. Manufacturing Group . Olympic Fastener PA 4 1 4 GlasFast Fastener Glasfast Striker Fastener Paroc Foamglas Board Multi-Max v,iriOu$ various various I 113 Insulation fastening Olympic assembly Manufacturing Grout, PA 114 Insulation fastening Owens Corning assembly PA 114 Insulation fastening system Owens Corning PA 1 If` Nun woven :ib :r6la :s rtn' Pnrtck, Inc. in SUI . O( . PA 1 1 1 Po :yisocyanurate foam Pittsburgh Coming Corp. insulation. Polyisvcyanurate foam KMAX :nsLIa :ion. Date / i , 7 Legal Description I-7 g Qualifier WORK DESCRIPTION APPROVED: quare Ft. Nae Zonin PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address OS t Tax Folio l/ c.3e; , /.� 00o0:2 6 bJ n p� u1 - /'7 ,1.-K fin, s..5 RCS 17,12 j /36 /'— 70 / Lessee / Tenant fi t! 01. fC 6 /n E Z. Master Permit 1P ✓y0° Owner's Address w (5 Phone O 6 7 9 Contracting Co. 0i/ /� �� e/odti Address 25 We 9/$ ss# Phone 305 — clS.2 — o State # .— Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Y Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN 2,41UL j J Ace 711 .x- ce-c- Estimated Cost(value) /6 0 m 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. I J � 1 . / € 6 16..4- NOMM Signature of owner and /or Condo President Signatur:l '.f ' Owner- Builder Date: Date: /f //y //f Notary as to Owner and /or Condo President My Commission Expires: tart as to Contractor or Owner- Builder My Commission Expires: ** * * * * * * * * * * * * * * * ** FEES: PERMIT.'Vr O RADON C.C.F. /J NOTARY ✓ `DD TOTAL DUE.> j ` 5-- Fire Other uildin:J G/ Y3 W Electrical Mechanical Plumbing Engineering Date ,Tun e Legal Description Historically Designated: Yes No Owner/Lessee /Tenan Concepcion Ghat:deZ G A ■ w Master # I/ S I Li-3 Owners Address -itS N . E . 91 Street Phone 758-2313 ContractingCo. Quality Roofing Contractor, Inc. Qualifier Carlos Arocho State# RC 0 0 5 8 6 2 7 Municipal # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING WAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per code, install galvanized eave drip and valley metals where required, mop on with type III asphalt one layer of 901b. ASTM felt, install Spanish S Clay Colorthru tile with adhesive foam setting. Flat roof to install base sheet, ruberoid bitumen. Square Ft 31 s q . Tile Estimated Cost (value) $12,000.00 3 sq. Flat 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: Lcertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Sign PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 3.5 7R, Address 144 N.E. 91 Street Tax Folio An. a ( MeV ,C'R c._..._ r i - ( o -Rot • ttlr of owner and/or Cando President Date 1A ... 1 _ Notary as to 0 ' er and/or Condo Presiden My Commission Expires' w +. FEES: PERMIT /b )) / RADON APPROVED: Zoning Mechanical Plumbing Buildin 01 :iy MARYLOU HERNANDEZ • MY COMMISSION # CC 680474 ' = ` EXPIRES: October 10, 2001 .° ` Bonded Thni Notary Public Undenvrtters i Phone Competency # 17889 Address 13800 N.W. 1 Avenue Ins. Co. Signature of Contractor or Owner- Builder • Notary as to Contrac . or Owner - Builder My Commission Expires: Electrical 751 -0382 NOTARY D BOND �j 00 Date . (o -gel Date MARYLOU HERNP' ' — I MY COMMISSION # 474 EXPIRES: Octal' ;Al dr P Bonded Thrl Notar Jnderwdters • 0 TOTAL DUE yti9 - Engineering Interest in property: Owner Name and address of fee simple titleholder: N/A 6. Lender's name and address: N/A Signatur Owner Print Owners Name Sworn to and subscribed before me this (.c day of Notary Public I a/N.-L, Print Notary's Name My Commissinn Fvniroe- NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 99 R402397 1999 AUG 03 12:54 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 isprovided in this Notice of Commencement. 3,5 1. Legal description of property and street address: .4 i N _ F. _ 91 Srrerat Miami, Florida 33138 2. Description of improvement: Reroof l a new Ti 1 P roof _ 3. Owner(s) name and address Concepci on L- p i V i) 1 I 3 ' 4 . §' N.E. 91 Street Miami, Florida 33138 4. Contractor's name and address: Ouality Roof i ng con tra ntor Inc _ 13800 N.W. 1st Avennp Miami, Plnrirla 5. Surety:(Payment bond required by owner from contractor, if any) STATE OF FLORIDA, COUNTY OF DADE Name and address: N/A Amount of bond $ 00 7. Persons within the State of Florida designated by Owner upon whom notices or other documents ma by Section 713.13(1)(a)7., Florida Statutes, Name and address: N /A 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: N/A 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) 19cr(1 . MARYLOU NeRNANDEZ MY COMMISSION N CC 680474 p, tXPIRES: October 10, 2001 Bonded Thal Notary Public l Inderwriters 331 68 Prepared by: Carlos Arocho Quality Roofing Contractor, Address: 13800 N.W 1 Avenue Miami, Florida 33168 • Contractor's Nameek) ; Rcecri C cr rnr ob Address: 2 1.6 Li , r. Q I ROOF CATEGORY (Low Slope Application) ❑ (Nail -On Tile) (Ivlortar�esive Set Tile) (Asphalt/Fiberglass Shingles) ❑ (Metal Roofs\Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof Re-roofing fin g - ❑ Recovering • ❑ Repair ❑'l1�Iaintenance Flat Roof Area (ft') 3 sc. Sloped Roof Area (fly' .3 • ,s T . Total (ft') ,S , Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. Ft. • Decktype: .1. ?0 o � ROOF HEIGHT AND SYSTEM DETAILS • (Draw details as needed) o t- 1 A TTA CHMENT I • •' Fastener Type: l I ( ; n , f) shr w„ L rlc11 ►s DETAIL 1 & 2 PACING Fte1d :•),2,'c .c , Perimeter: (v n .c . Corners(v O. . ROOF PLAN 123.008 94 . . Appendix "E" .UNIFORM ROOFING PERMIT APPLICATION . . PROCESS No. Page -1 Appendix "E" UNIFORM Rp O ERMIT F NC P APPLICATION PROCESS No. Deck type: wood, Kt, 3 D 6, Ridge VentuitIont I P MEAN }:E:CK J 3' z Underlayment Insulation: 11" ROO /SLOTS D S T A I L. 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing: Cap Sheets Roo overdng: Drip edge: R. dc-r' •zcd a ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals • . (Pmax 1 ,3 x (Aerodyna d Multiplier): 3 I (Pinaxl: M3 X'IV (A ody�o Multiplier): (Pinax3: X03 t1 X a, (Aerody:tatio Multiplier): .'TILE CALCULATrONS 1). �I 1) - M :',5.3 S as M 17 nt• PCA: 14.50 M r - a Mr3.:�: W PCA: 3a .iS ) - M � S3S �M: (.'�U PCA: f 5Q • • �p .tie Page -2 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. C - 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 34 are for the purpose of pfoviding 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 nailed 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 'eighboring 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. S -.C-• 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. 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 -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. - 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded 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. t C - 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. �O er's/Agent's Signatu Signature 5104 APPENDIX "F" - ( J - ( r ti -- z�r� --� Date Contractor's Signature PRODUCT CONTROL NOTICE OF Altusa Tile, Almar (USA), Inc. • 6615 Northwest 77th Avenue i\liami, FL 33166 ACCEPTANCE ., METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375 -2908 INTERNET: mdcc01 Oshadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 - 6339 Your application for Product Approval of Altusa Tile Nail -On, Mortar Set or.Ad /resive Set One Piece "S" Tile Roofing Tile tinder Chapter 3 df 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 Tec /uroloo ies, The Center for Applied Engineering, Inc. has been recommended for acceptance, by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions.set forth on pages 2 -16 and the standard conditions on•page 17. ['his approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsire or manufacturer's plant for quality control testing. If this product or material fails to perform' in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. Tnc Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the S p th Florida Building Code • The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96- 1030.03 EXPIRES: 02/13/00 Renews 94-0914.0 Raul Rodriguez Product Control Division. Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL - CONDITIONS BUILDING.CODE COMtMIITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County B ding Code Compliance Office and approved by the Building Code Committee to be use ,de County. F under the conditions set forth above. APPROVED :02 /13/97 1 Charles Danger. P.E. Director Building Code Compliance Dept. Metropolitan Dade County • App_ Ucant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela Cateeorv: Suh- Cateaorv: Tyne: Sub -Tyne: System Description Alfareria del Turbio, S.A. (Altusa). located in Barquisimeto, Venezuela, manufacturers day 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 A ltusa's "Altusa S" tile profile. Refer to apnropriatc Product Control Approvals for other tile profiles. The "Altusa S" tile profile is available in a variety of natural clay colors and has marching 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 Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 " :12 ". See the "Profile Drawing" ' "A ltusa S" profile drawing. The "Altusa S" profile has been tested for both wind characteristics o and static the uplift performance, therefore, any consideration for installation shall be done as a'tMoment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. Almar (USA), lnc.,.Iocated in Miami, Florida, is the sole approved importer under contract for sellin; and distributing Altusa'products in the South Florida jurisdiction. Product Control No.: 96-1030.03 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Prepared Rooting Tile Nail on /Monar Set:'Adhcsi•,•e Set Clay Contact: Carlos J. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471-5830 Product Control Approval Date: Expiration Date: Frank Zuloaga Plans Examiner, Product Control Division No.: 96- 1030.03 February 13, 1997 February 13, 2000 Test Product Product Dimensions Specifications Description Altusa One Piece "S" ' I = 13" PA 112 High profile clay roof tile for direct Tile w = I" deck or battened nail-on. mortar or VI" thick adhesive set applications. I-lead-lap min. 2 • Exposure max. • 1 5 'A" Trim Pieces 0 Product Control No.: 96-1030.03 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT 1 = varies w = varies PA 112 •• Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley term inations. Frank Zuloaga Plans Examiner, Product. Control Division SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 / 3 ." or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Sct Application Slope Range: , ": : to 7 ":1 1" Product Control No.: 96 1030.03 Note: System 1) is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlavtttent: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Roofing Tile: Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications,'S / plywood is an acceptable substrate. ft Frank Zuloaga Plans Examiner i-rodua Control - Division i Tile Profile P rofile 1.11ftisa 'S' Tile Al:usa 'S' Tile Tile Profile , Altusa 'S' Tile Altusa 'S' Tile Tile Profile TILE APPLICATION Tile Profile Table 3: Attac Battens Direct Deck 1 DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - X (ft') Batten Application 0.29 Tile Application Mortar Set Adhesive Set • 1 Table 2: Restoring Moments due to Gravity - M„ (ft-Ibf) from PA 102 Testing 3 ":12.. I 4":12" or less Battens I 4.47 Direct I Battens Deck 5.35 4.40 I Direct Deck 5.27 5 ":12" Battens Direct Deck 4.31 Battens 5.16 4.20 6 ":12" I 7 ":12" or greater Direct Deck 5.03' Battens 4.08 Direct Deck N/A hment Resistance Expressed as a Moment - M, (ft-lbf) from PA 102 and PA 102(A) Testing APPROVED J APPROVED' NAILS I SCREWS I 1 nail 12 nails I 1 screw 12 screws I N/A I NIA I N/A I 6.20 I 8.40 I 23.70 I 58.20 26.80 APPROVED FIELD CLIP WITH: 1 nail 1 2 nails N/A I N/A 21.20 I 25.30 APPROVED EAVES CLIP WITH: 1 nail N/A 26.90 2 nails NIA 34.90 1. Quik -Drive screws installed in two manufactured holes lotcated 1'4" and 1 from the head of the tile. Table 4: Attachment Resistance Expresse as a Moment - M (ft -Ibf) from PA 101 Testing Product Control N�.: 96- 1030.03 Direct Deck Application 0.31 Attachment -- 24.50 66.50 Frank Zuloaga Plans Examin %r, Prod= Control Division �r. y�v s ozuarn- .DOVE TAIL LOCKS 10 PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE v Y aUCalL ` a 4 >c i 13 Fran uloaga Plans Examiner, Product Control Division • Product Control No.: 96- 1030.03 NAIL HOLE NAIL 1 BIRD STOP PROFILE DRAWING ALTUSA "S" CLAY ROOF TILE ACCESSORI ES 14 Franc: uloaga Pans Examiner, Produc: Control Divi:i,n Product Control No.: 96- 1030.03 GABLE -RAKE SYSTEM LIMITATIONS 1. The standard minimum roof pitch for Altusa "S" high profile tile shall comply with Dade County Application Standards PA 1 1 S, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter Iartler than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control .Approval. The method of attachment utilized fh ail provide ;,f icient attachment resistance expressed as a moment to meet or exceed the regnired moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. Altusa "S" Tile tile profile has been tested for both wind characteristics and static uplift performance., therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'. 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 performed. �• For mortar Set the applications, 30/90 hot inopp d underlayInent applications may be Installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. o All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section!! of the Uniform Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofim; Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. S. 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. Samples taken shall be in compliance with Dade County Protocol PA 1 !2, Appendix 'A'. Fran :: Zutoaga Plrns E.' n incr. Product Control Division Product Control No.: 96 1030.03 Altusa Tile, Alrnar (USA), Inc. 6645 Northwest 77th Avenue. Miami Fl 33166 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall he considered after a renewal application has been filed and the orit;inai submitted documentation. including test supporting data. engineering documents. are no older than (S) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and :he following statement: - Dade County Product Control Approved", or as specifically stated in the specific condition.; of this Acceptance. i renewals of Acceptance will not bc considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; h) The product is no longer the same product (identical) as the one originaliy, approved; c) I f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. �. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) isuse of this Acceptance as an endorsement of any product, for saps, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. l ?any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. .A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. S. 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 17. END OF THIS ACCEPTANCE 17 ACCEPTANCE NO.: 96- 1030.03 APPROVED : February 13, 1997 EXPIRES : February 13, 2000 Fran„ u oaga Plans Examine-, Product Contro; Division Product Control No.: 96- 1030.03 PRODUCT CONTROL NOTICE OF ACCEPTANC GS Roofing Products Company, Inc, 5525 MacAuthur Boulevard, Suite 900 Irving, Texas 75038 '. Your application for Product Approval of: GS Roofing Products Modified Bitumen RoofSystems Over IVood Decks under Chapter 8 of the Ivtetropolitan•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: Factory Mutual Research Corporation and •Underwriters Laboratories, !aG has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific conditions set forth on -pages 2 through 31. and the standard conditions sec forth on page 32. The approval shalt not be .valid after the cxpiratiou.,date stated below,, The Building Code Compliance Office reserves the right to secure this product or material.at any time for a jobsite or manufacturer's plant fo ;,,quality control testing. if this product or material fails' to perform In the approved manner, the Building Code Compliance Office may revoke,, modify .or suspend .the use of, such product or material immediately. The : applicant shall re- evaluate this product or material should any amendments to the South Florida Building be enacted affecting this product or material. The Building Code Compliance Office reserves the right to revoke this approval, •if'it is determined by the Building Code Compliance Offic; that this.product or material fails to ; meet the requirements of . , the South Florida Building Code. The expense ofsuch testing will be incurred by th man ac j r. ; .. Acceptance No.: , 97- 0520.01 .. Revlses.No. • 95- 0502.04 Expires: 06/i9/00 THIS ISTHE COVERSHEET. SEE ADDITIONAL PACES 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. • Approved: 06/19/97 j Internet mail address: postmaster @buiidingcodeoniine.com .'• : �r. g� „j�' of METROPOLITAN DAD•E CO DNT'Y�:F�ORI D A4;;.. METRO -DADE FI=AGI'EFR;BGJLDING•;, BUILDING CODE COMPUANCE"bFfIC METRO -DADE •FLAGI :ER BUIlDI1VG 4:• 140 WEST FLAGLER STREET, SUITE 1683:41"!;;;;;:,:' MIAMI, FLORIDA 33130 - 1563. • (305) 375.2901 FAX • (305) 375 -2908 • PRODUCT CONTROL DI■ISIONe.: (305) 375-2902 • FAX (305) 372.6339 •'^ E• Raul Rode ' uea . , . Product Control Supervisor es (anger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buiidingcodeonitne.com Sub-Tvpe: SBS/APP • • • : • : R60 FI■OSYSTENt APPROVAL •.. • Contact: Pat Neuhaus , • Commercial District Manager 2900 Bird St. , 'Charleston Heights; S.c 29405 (803) 744-7451 2 • ?•' • . • . . Product Control No.: 97-0520.01 Applicant: CS Roofing Products Company, Inc. (MB) Product Control No.: 97-0520.01 5525 MacArthur blvd. , Suite 900 " . ••• . • Approval Date: June 19 1997 ./..:1 Irving. TX 75038 • • .•. . ve •?.. _ • • Expiration Date: June 19.2000 J.( l Ai. Cace2orv: Membrane Roofing System 4.. Sub-Catezorv: Built-up Roofing • Tvoe: Modified Bitumen - . - .4... - • • •• • •• ran uloaga-Plans Examin • . ' ' ' Systern .• .,..A •fA• GS Roofing Products Company,. Inc. manufactures and markets nationally a complete line of residential and -...--c. A. commercial BUR and 'modified bitumen products. GS Roofing 'Products Company, Inc. markets these products .r.f.4 ,:,•••• through local distribution In the South' Florida jUilsdiaion: •••• ' '. ' 1, . GS Roofing products and'systems are the'readli.of years Of nianufacturintexperience product development and have been prp.ven by•years'of experiincelii theionitruaiiiin field: '. • GS offers a variety of approved* Insulated:4nd nori'.;Iiiiulated systems. For detailed system. constructions, . • • • • refer to the following publications: . "Comniercial'Itoof SYSteniSpecifietitiOn Manual". ' • 4.41 . • GS products and systems.haye been tested.hicomPliance with all'proviiiOns of the SoUth Florida Building•Code as well as Underwriters Latio'ratories; FaCtury Mutual Research Corporation for fire and wind uplift res istance. GS provides .technical service and warranty information through regional offices. For the South Florida Metro-Dade area, call 1-800-777-2563. •• ai uct Control Div. .insulation Types Fibrous glass • • Perlite Fiberboard Rockwool Polyisocyanurate ... 4 ' •sll'• :.. • Polyisocyanurate Compositelloard• ::/s; Maximum Design Pressures •Material Design Pressure Wood -45.0 psf, Material Classification • Wood Class 'A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system•listings for design pressures and•the Underwriters Laboratories Roofing Materials Directory • or other approved testing agency listing directory for FIre Classifications. • Maximum Fire Classification • �;�., �i:.Fran • Producj Control No.:- 11-0520.01 • M uloaga -Plans Exam ct Control Div. Wood Deck System Limitations: 1 A red rosin sheet shallbe installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. Red rosin sheet may also be•installed on plywood decks as:an option. Pre-assembled 'Cap Nail' shall not be used for base sheet attachment. 3 When All Weather Empire base sheet is installed as the bas c sheet, a ply sheet of ASTM D4601 type 11 (type G2) must be applied in approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsJsq prior to installation of membrane. • ■•.',1. • uloaga-Plans Exam' uct Control Div. Product Control No.: 97-0520.01 GENERAL LIMITATIONS All asphalt shall comply with ASTM D 312, type 111 or IV requirements and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to the current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. Maximum slope range varies for each system. Consult the current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery . board is required on all applications over closed cell foam insulations when the base sheet is fully mopped in hot asphalt. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer and the requirements of the South Florida Building Code. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and 7 installation of all materials shall be the sole responsibility of the contractor. Perimeter and corner areas shall comply with the elevated design pressures of these roof areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Anchor or base sheet fastening patterns and/or insulation attachment densities shall be increased in compliance with the provisions set forth in Metro -Dade County Roofing Application Standard PA 117 to meet these elevated design pressures. 8 All attachment and sizing of perimeter nailers, metal profile and/or flashing termination designs shall conform to Metro -Dade County Roofing Application Standard PA II and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturer's standard details and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section I! Permit Application. All details shall comply with the provisions ache South Florida Building Code. 10 Fastener spacing for anchor or base sheet attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105 or PA l05(A). If F', as tested, is less than that listed in the System Limitations, a professional engineer may'submit revised fastener spacings utilizing F', taken from a Metro -Dade County Protocol PA 105 or PA 10S(A) test report, and the provisions set forth in Metro-Dade County Roofing Application Standard PA 117. I I Fastener density for insulation attachment is based on a Minimum Characteristic Resistance Force (F') as determined through field testing in compliance with Metro -Dade County Protocol PA 105. lf:F', as I'- tested, is less than 275 lbf., insulation attachment shall not be acceptable. Asphalt moppings shall be applied with approved asphalt and shall be in compliance with the equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(A)(3) of the South Florida Building Code. 13 Insulation may be applied in multiple layers. The first layer shall be attached in compliance with the 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. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with the provisions of M .. �.. ;: . PA 1 1 • • • • tion Standard . : 30 I 'ga -Plans • uct Control Div. I4 MI standard insulation panels sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. I.5 In re- covery applications, prior to.the application, all existing roof surfaces used as a bondin s ub shall be tested in compliance with Metro-Dade County Protocol PA'12 g strafe pressures shall be calculated in compliance with the wind load requirements of Chapter 23 f hest Florida Building Code for the roof in question. a South 16 In re- roofing applications,. moisture content in an existing roof must be in compliance with Subsection 3 (n) of the South Florida Building Code. 17 Roof goods shall be stored on end and on a clean, flat and dry surface. I S If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or a v adhesives may be used prior to the application of the insulation layer. PPro ed 19 Consult current Underwriters Laboratories Directory for the appropriate coating assembly to obtain the required fire rating. � for each roofing Subsection 3401.5 and 3401.6 of the South Florida Building shall be Code Building maximum t fire c assi fca with anon. 3•l uloaga -Plans xa Product Control No.: 97- 0530.01 uct Control Div. 9 This Acceptance contains pages 1 through 32. END OF THIS ACCE 32 Product Control No.: 97- 0520.01 CS Roofing Products Company, Inc. 5525 MacArthur Suite 900 Irving, Texas 75033 ACCEPTANCE NO.: 97- 0520.01 APPROVED: June 19. 1997 EXPIRES: June 19. 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled With the manufacturer's name, city, state, and the following statement: "Metro -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 the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 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 ofa revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement 6 any product, for sales, advertising or any 'other purposes. The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. roduct Control Div. Membrane Type: SBS MODIFIED 1 Deck Type 1: Wood. Non - insulated Deck Description: " / or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GS Glas Base, GS Flex -1 Glas Base, Flex -1 Glas FR Base or GS Poly SMS base mechanically fastened as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: -45 psf (Optional) One ply of GS Glas Base, GS Flex- I -Glas Base, Flex- I -Glas FR Base, GS PoIySMS or one or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of20 -40 IbsJsq.. One ply of Flintlastic GMS, Flintlastic Premium GMS, Flintlastic FR.-P, Flintlastic Premium FR -P, Flintlastic FR -PG or Flintlastic FR Cap adhered to base or ply slice( with approved mopping asphalt applied within the EVT range and at a rate of 20 to 40 lbsisq. or Flintlastic GTS torch adhered to base or ply sheet (Optional) Install one of the following: I. 400 IbJsq. gravel or 300 IbJsq. slag in a flood coat of approved mopping asphalt at an application rate of 60 IbJsq.. 2. Karnak 97 or APOC 212 Fibrated Aluminum at an application rate of 1 'A gal /sq.. Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: GMS 2 -3, FRP 2 -3, GTS 2 -3, FRBC 2 -3 27 F rank Zuloaga -Plans Examiner, P oduct Control Div. Product Control No.: 97 0520.01 ROOFING SYSTEMS (TGFU) — Continued •tenbrane: One layer "FlInUastic GTA (•3 so or -1 Sq), GiS' (modified ,hu mon), heat fused or "Flintlafric ORS'. hot mopped. surfacing: APOC.'No. 212 Fibratid'Aluminum', at 1.1/2 gal. 100 so/ft. r1C incline; 3/4 'ardor Retarder (Optional): Type G2 'Glasbase base .sheet or UL ra c;i(1eo vapor retarder, mutation Optional): One or more layers or combination of the u!!owing; U tragard Premier, polyytsocyonurate, pettitt. glass fiber or voted fiber Insulation. lase Sheet One layer of Type G2'Cilast:ase• base sheet. ;embrane: One layer of 'Flintlastic STA (modified bitumen), heat fused. , terracing: Karnak 'No. 97 I.lbntsd Aluminum ", at 1 - 1/2 gaL per 1.00 (1/ ft. :k C -15/32 intone: )/2 nsulation (Optional): Schuller International "UltraGard Premier, •olyisoryanurate, wood fiberboard, ptrlite, fibergLass. Isocyanunte, any hickness. +ase Sheet: One or more pates of "Glasbase ", hot mopped or mechanically crtened: ' • • lembrane: One ply oi'Ftintlastie FR' (modified b)brmen), hot mopped iat t. tiL Indiac: 1/2 • ns ulati on: Polyisocyanurate, glass fiber, perllte, wood fiber, hot mopped •r mechanically fastened, any thickness. 3se Sheet Type G2, mechanically fastened or hot mopped. 4embrane: "Rintiastic GTA or STA', heat fused. •urfacing: Henry Co. "Henry 520 Aluminum', applied at 1 - 1/2 gaVs4- cx: NC. Iodine: 1 nsulatiori (Uptfonal) :•Glass Ober, pt:rlite or wood fiber board. My Sheet Type G2. mechanically'hstened. •• . 4embrane: :lintlastic STA', `GTA ", "GTA Black Diamond' or 'GTA White Namond", heat fused. ; urfacing. Karnak Chemical Corp. "Karnak No. 97', 1 gaVsq. NC Incliner 1 'nsulation: Potyisocyanurate. glass fiber. perllte• wood fiber. anechanicahy "astered or adhered with hot roofing sphalt, any thickness. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing _sphalt. Membrane: "Flintlastic CMS%'CMS Premium ", adhered with hot roofing •spitalt_ Suriadn9: Karnak 'Chemical Corp "Karnak No. 97 Fibratcd Aluminum A.cphatt Roof Coating", 2 -1/2 gal / sq. 'cck (•15/32' Incline: 1 •All joints blocked with 2x4's. Insulation: Glass fiber, perllte. 3/4 in. min. Joints in insulation must be offset 6 in. from joints in deck, mechanically fastened. sase Sheet Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Flintlastic GhtS ", adhered with hot roofing asphalt Surfacing: Karnak Chemical Corp. 'Karnak No. 97 Rbrated Aluminum : sphalt Roof Coating', 2-1/2 gaVsq. ack: NC Incline: 1/2 insulati on: Poly' oryanurate, glass fiber, partite, wood fiber, mechanically �stened or adhered with hot roofing asphalt, any thickness. ease Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane; "Flintlastic STA ", "GTA', 'GTA Black Diamond' or 'GTA White Diamond', heat fused in place. Sur•racings Karnak Chemical Corp. "Karnak No. 97 Fibtated Aluminum Asphalt Roof Coating ", 3 gaVsq. ia:'rtC" • Indioa: 1 Insulation (UPtiontif glass•$flpy olyurethane, isocyanurate, phenolic combination is ocyanurett /pertite,p:i rethane/pe rwood fiber, any thickness. hot mopped or nailed, Membrane: "Flintlasttc STA', "GTA', "GTA Black Diamond", "Flintlastic GTA white Diamond', "GMS', 'GMS -5M', 'GAS Double Coverage' or 'GMS Premium', heat fused or hot mopped in place. urftcine: Grundy Industries, Inc. "al MB Aluminum Roof Coating" at 1:2 •: aVst1. :cc C•15/32 Incline: 1/4 • insulation (Optional): Any thickness potyico pnurote, glass fiber or Pe iiitc, mcchariically fastened, joints in insulation must be offset 6 in. from joints In deck. -ce Sheet: Typ G2 base /ply sheet, mechanically fastened' or hot mopped. Ply Street: 'Tip( G2 base /ply sheet, mechanically fastened or hot . 1 me m bra ne: "Flintlastic Sjr+, "GTA W'hfte Diamond" or "GTA Black Diamond'. Surfacing: Grundy "al Me AWminum Roof Coating' at 1 to 2 gaVsq- - ck NC Incliner 1/2 Insulation (Optional): Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness, mechanically fastened. • . LOOK FOR MARK ON PRODUCT Base Sheet: Type G2,'Flex- I-G'as fR' or 'Flintlastic FR Base', mechaniq fastened or adhered with hot roofing asphalt. Membrane: 'Flintlastic FR•P", "Flinclastic Premium FR =f *Flintlastic-FR/PG' or "FUntlastie FR Cap', adhered with hot nrof asphalt =l, ; li Deck: C•15/32" Incline: 1/2 "a x ' 'All joints in deck blocked •vith 2s4's, • la 1 • Insulation (Optional): P•rlylsocyanurate, glass fiber. pertite..e:ti. combination, any thickness mechanically Fastened. :: ;•-• Base Sheet: Type G- 2. :Beef nicaUy fastened or adhered with hgt t• . -- •!'• - . a , 1•i•i• i. • Memb ana ::'I Untlastic FR-P", 'Flint Premium FR -P" or 'fltn.. r:e: FR/e.G x adhered with hot :oofinq asphalt .'', . >r' Iky�NC lra'tine: 1/2 i ; �1. :. insulation •(0ptionat): E'S. any thickness. covered with 1/2.ih :- c perllte or wood fiber, mechanically fastened. • >.'' • . :. Base Sheet Type G2. men hanically fastened or adhered with hot':. w: asphalt. o 'r;i Membrane: - Flintlastic Fi•P'; 'Flintlastic Premium FR -t'' or'Ri .: �!; 1R/PG', adhered with hot roofing asphalt. cQ;;,j' \ <' 14. Deck; NC tnclfne: 1/2 r :1 Syr.D, . - Insulation :, Polyisoryarwnte glass fiber. perllte, wood - fibec,�'`�. ,.. combination, any thickr.ess,'mechanicallyy fastened. •"',;y'.•3y1•I • Base Sheets Type G2 or 'flex -l- glass', 4dhered •with. hottroofin 'h Ply Sheet - Poly SMS Base Sheet`, adhered with • hot roofinp g- 4{�' Ply Membrane: 'CRS'. adhered with hot roofing asphalt. 4;;....; Surfacing: Karnak Chemical Corp. "Kamak No. 97 Fibrated .14, 15. Deck: NC Inctinc 1/4 any combination. any thickness, mechanically fastened or age Insulation (Optional:: Polyisocyanurate. glass fiber, pertite, Base Sheet Typi G2 or mechanically fastenedneuarv with hot roofing asp ialt. •-:r •-•!4-7.e... adhered with hot roafing asphalt. : lif,'"f,!.: Membrane: "Flintla:tic Gi•t5 , 'GAS Premium', adhered with's:ho ;71'0*f. Surfacing: Asphalt Products Oil Corp. 'APOC-400 Sunbritel,•, l'a!eli Insulation: Glass liber, perlite, 1 in. min. joints in insu'ilitio ..4.2111•;:li"..:* offset 6 in. from j Ants in deck, mechanically fastened...ew ' .y....:-fi!N Base Sheet Type G2 or 'Flex-i-glas'..mechanically fastened Wiiiitle: asphalt adhered w hot roofing asphalt : r, : ;, ,; t ; �� r . ? (Membrane. 'Flin'lastic GMS ", 'GMS Premium', adher wi y ra ;l: I Surfacing: Asph :rat Products Oil Corp. 'APOC -400 Sunbritet,"• ' a (s } % 7 , Back NC lnctina 1/2 . � , i1 :•' Polyisocyanurate p eel Insulation (Optional): Pol to �• ' te.' glass : p ,•r,_ fiber, any thidstess, mechanically fastened or hot mopped~ ,• •, :ti 1 ; :t K Base Sheet One or more layer of Type G2 or'ftez- i- glls"k e.* f�'4 faaened or hol mopped in place. sec % 'Ai: Ply Sheet (Optional): One or'more layers or Types GI, G2'oc mechanically fastened or hot mopped in place. "• •»' �i Membrane:'Fantlastic GTA', 'GTA Blade Diamond', 'GTA W or *STA', heat fused. • •' • • •° i.. ;s4 Surfacing: Kemal: Chemical Co. `No. 97', applied at',. 18. beefs NC • ludint 1/4-•....", •:14.11: re,.46 .. Insulation (Optional); Pertlte, glass fiber, mechanicaUS s!; -j3• °c 4 kIr4 is mopped in pace, 2 in. max thi } • et+) Y 0•17e �7' �t•� .. Base Sheet One or more layers of Type G2 "Flax- tyla,� y i! . {' 1 - --_b_ erred or not mopped in place. t' c� ts'` PLy Sn���Optioe at); ne or more layers of Types G1'•G2' tl? ';. 11, *•• or "Poly SM.. Base Sheet', m2hatiicalty- rastened or liokb :p 1?,' � ��f Membrane: "GTA', "GTA Black Diamond','GTA'Whi Ofam•• 0. haat fused ' • ' . - ' `:3 : iv'l iii Surfacing: APOC No. 21.2 Aluminum Coating,•ap ilesi'ac :;i��� 14. Oectc C -15/:2 incline: ' �y k,{ fi fa ` � ' ':i f rs t: r 'r.', Lisulatio(u Glass fiber or ptrllte- min 1 in the - meth : ,l V 4. r ROOFING SYSTEN.S (TGFI;)--- Continued or hot mcppcd in place. •. Zact: Shea: Type G2, ";lax -I -Gies' or'flex•I -Glas FR Q ftstaned or hot mopped in place. . . • Mcmbras,c: "flintlastic FR -P", "Rinduric Psertiurn ,P,' FR/PG', tot mopped in place., • • 20. Dace NC . I. Indinc 2 . %.- ,'1a Insulation (Optional): Pertite, glass fiber, polyurethe phenolic„ Conthination isotya /pertito, potyureth ,,, fiber, a ay. thickness. mechanically factored or hot mode Base Slaeet: :Flex -I -Gads FR Base', Type G2 or "Flea -T -GL fastened of hot mopped in place. ' d Hembr FP , Te ti C 1 ns a r hot uL Base! Memb pack c lnsut' c first ease roofer Base rith P t y Mtn 70. Orcr. ins( fast Bas ;Oh 'fit adr • 9a ri r