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ROOFIssue Date: 5/24/2006 Expires: 11/14/2006 Owner's Name: KEITH REINHARD/ EDUARDO MENDOZA Permit Type: Roof Work Classification: Roof - New Job Address: 260 99 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor RMA BUILDERS & REMODELERS LI Yes Comments: TEAR OFF AND REPLACE ALL FLAT ROOF INCLUDING BLACONY AND GARAGE ALSO REPLACE ANY DAMAGED WOOD. INSTALL COPING CAP FIX BROKEN TILES PORVIDED BY OWNER Additional Information Type of Work: Re -Roof 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. Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Fee Technology Fee Total: Amount $1.80 $0.60 $250.00 $6.00 ($50.00) $5.00 $213.40 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 Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -5 -06 -1309 Phone: 1132060134320 Lot: PB: Total Square Feet: 8 Total Valuation: $ 2,800.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Invoice Number Amt Due RF -5 -06 -24933 $213.40 I V 2 Gtz - 2 (D 3 Total: Amt 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. CREATED AS REINSPECTION FOR INSP- 17749. Edge metal at parapet wall shall be nailed at 4 oc through and striped with bull and membrane. 1/3/07 CG. i Inspector Comments 1 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP -36311 Permit Number: RF -5 -06 -1309 Inspection Date: 01/08/2007 Inspector: Grande, Claudio Owner: EDUARDO MENDOZA, KEITH DCIMMUADr,l Job Address: 260 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RMA BUILDERS & REMODELERS LLC Building Department Comments Thursday, January 4, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 cI- Biock: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060134320 Lot: Page 1 of 2 TEAR OFF AND REPLACE ALL FLAT ROOF INCLUDING BLACONY AND GARAGE ALSO REPLACE ANY DAMAGED WOOD. INSTALL COPING CAP FIX BROKEN TILES PORVIDED BY OWNER JAN 0 4 20N Passed Inspector Comments Edge metal at parapet wall shall be nailed at 4 oc through and striped with bull and membrane. 1/3/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: EDUARDO MENDOZA, KEITH Job Address: 260 99 Stree NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RMA BUILDERS & REMODELERS LLC Building Department Comments Wednesday, January 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -17749 Permit Number: RF -5 -06 -1309 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060134320 Lot: Page 1 of 1 Inspection on tin cap and hot mop OK, as per Engineers letter. See attached. 1/3/07 CG. Infractio Passed Comments TIN CAP SPACEING True JAN 0 4 MT b� Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 - 2204 Fax: (305)756 - 8972 Inspection Number: I N S P -17745 Permit Number: RF -5 -06 -1309 Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: EDUARDO MENDOZA, KEITH �iIu non Job Address: o 260 k 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: RMA BUILDERS & REMODELERS LLC Building Department Comments Tuesday, January 2, 2007 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060134320 Lot: Page 1 of 2 City of Miami Building Compliance Department 11805 SW 26 Street Miami, Florida 33175 -2474 Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 - 4669 Re: Hot Mop Inspection Residential Home/Eduardo Mendoza 260 N.E. 99 Street Miami Shores, Florida 33138 U.S. SOUTH December 27t , 2006 USSE Project Number: 06 - 5648 Dear Building Official, This letter is issued to inform you that U.S. South Engineering & Testing Lab., Inc. has perform a visual inspection of the roof system in the existing structure at the above reference. On December 20` representatives of U.S. South Engineering & Testing Lab., Inc. Performed a hop mot visual inspection at the referenced site. Below please note our findings from 1 roof cut (plug) made. (Attached pictures). 1. The roof consists of 5/8" plywood covered with UL #30 felt, nailed using cap sheet using 1 1/4 " ring shank nail at approximately 8 " -10" o.c. 2. Granular cap sheet was applied using torching method and appears fully adhered on the base sheet. 3. In general the roof installation was in found to be in compliance with Florida Building Code and with the NOA installation procedures. U.S. South Engineering & Testing Lab., Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please do not hesitate to contact the undersigned. Sincerely, U.S. South En Ghasem Khavanin, P.E. Florida Registration # 41955 ., Inc. APPENDIX A PHOTOGRAPHS U.S. SOUTH Engineering Testing Lab., Inc 6065 N. W. 167 Street, Suite B -23 Miami, Florida 33015 U.S. SOUTH Engineering Testing Lab., Inc 6065 N. W. 167 Street, Suite B -23 Miami, Florida 33015 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 12 T el: (305) 795.2204 Fax: (305) 756.8972 BUILDING EComBwm, Permit No. gFoG -'150c -1 PERMIT APPLICATION aster Permit No. FBC 2004 B Y: t`-k• �.,, --- Permit Type (circle): Building Electrical Plumbing Mechanicaloofing.) Owner's Name (Fee Simple Titleholder) /r:77,1 /Zl) //e7/ ¢ilea Phone # s- 7$ - 35,9 Owner's Address 0 /F 9Si City/ /1/r Sl S State //D. - .64.- Zip 3.x/3' Tenant/Lessee Name Phone # Job Address (where the work is being done) )Q /t/6 99 City Miami Shores Village County Miami -Dade Zip . 23/SSA FOLIO / PARCEL # l I - 3.30 4,01 3'13ao Is Building Historically Designated YES Contractor's Company Name ,e /1 ' -A 'S 4 e # /86‘ — 7( 3 *2 Contractor's Address 4 /(J 1) AI City a/ArAVO 6 State e /ete— O/L Zip 5 Qualifier Name tcgre erVe 1 5,4 rt/ Phone # / -9,$ 5s8 1, 7 2 State Certificate or Registration No. weee /X024 ire Certificate of Competency No. Architect/Engineer's Name (if applicable) Ne Value of roor:this Psrmit $ A31 Type of WIrk: Describe GAddition ['Alteration .C. NO t s' Square / Linear Footage Of Work: Submittal Fee $ CjC Permit Fee $ ∎ v '" Phone # y 1y Repair/Replace [1Demolition . 414) 6,4egg 4 2' / ,�,� y o,€1,0-,, e. * * * * * * * * * * * * *c ** * 17C. * * * * * * * *** F * * *** * * * * * * * * * * * * * * * * * * * * * * *,r CCF $ 1 - . CO /CC Notary $ Training/Education Fee $ C h0 . Technology Fee $ - CJ ` Scanning $ G ..c0. Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Z13 See Reverse side —) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenc of such posted notice, the inspection will not be as .roved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknow day of B/ • ( , 20 06by who is pe`.: nally knwn to me As ide f ARY PUBLI Sign: Print: My Commi ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) R 3' - (0 `c -69° -o as produced r cation and who did take an oath. Signature ontractor The foregoing instrument was acknowledged before me this 3 day of A- , 20D ,by .t/'y t(ccis who is persona ly known to me or who has produced W as identification and who did take an oath. NOT ) EUBLIC: Sign Print: My Commission Expires: *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 2/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2 Lot Size: 14,375 SQ FT Year Built: 1925 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 4 & 5 & E1/2 OF LOT 6 BLK 32 LOT SIZE 125.000 X 115 OR 20474- 4522 06 2002 4 Year: 2005 2004 Land Value: $294,688 $193,904 Building Value: $149,359 $137,688 Market Value: $444,047 $331,592 Assessed Value: $297,022 $288,371 Homestead $25,000 $25,000 Exemption: Total Exemptions: $25,000 $25,000 Taxable Value: $272,022 $263,371 Folio No.: 11- 3206 - 013 -4320 Property: 260 NE 99 ST Mailing Address: KEITH RINEHARD & EDUARDO MENDOZA 260 NE 99 ST MIAMI SHORES FL 33138 -2435 Miami -Dade My Home mia Ida +e go Show Me: Property Information Search By: Select Item E Text only My Home Ej Property_Appraiser Tax Estimator Summary Details: Property Information: Sale Information: Sale O /R: Sale Date: Sale Amount: 6/2002 $0 Assessment Information: Page 1 of 2 ACTIVE TOOL: SELECT Digital Orthophotography - 2005 V: We appreciate your feedback, please take a minute to complete our survey. My Home 1 Property Information 1 Property Taxes 1 My. Neighborhood 1 Property 0 112 ft Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property Information application, please click here to let us know. E -mail your comments, questions and suggestions to Webmaster http: / /gisims2.co.tnialni- dade.fl.us /myhome /propmap. asp ?app= none &bytool= ADDR &cmd... 4/25/2006 FOLIO NUMBER ICIPALITY MILL CODE ASSESSE[ 11 32060134320 MIAIVA SHORES 1100 Miami -Dade County. Real Estate Tax Information Rx� Stat Tax 1ri Qa Show Me: Property Taxes Search By: Select Item 2005 COMBINED TAX MEMORANDUM N F OREM TAXES AND NON -AD VALOREM ASSES wner's name & billin ad KEITH RI EDUARDO MENDOZA 260 NE 99 ST MIAMI SHORES FL 331382435 for a change of billing address form click here Detail Tax Information: Real E state Tax Info 2005 Taxes Prior Years Taxes Due 2005 Ad Valorem 2005 Non -Ad Ad Valorem Taxes Valorem Taxing Authority Millage rate p Taxable Value 2005 Back $1,000 Assessments SCHOOL BOARD 7.94700 272,022 2005 Enterprise SCHOOL BOARD DEBT SERVICE .49100 272,022 Folio FLORIDA INLAND NAVIGATION .03850 272,022 2005 Historical DISTRICT Abatements SOUTH FLORIDA WATER MGMT 2006 Quarterly DISTRICT .59700 272,022 Payments EVERGLADES CONSTRUCTION 2005 Tax PROJECT .10000 272,022 Notice/Memorandum CHILDRENS TRUST AUTHORITY .42880 272,022 COUNTY WIDE OPERATING 5.83500 272,022 COUNTY WIDE DEBT SERVICE .28500 272,022 FIRE RESCUE OPERATING 2.60900 272,022 FIRE RESCUE DEBT SERVICE .05200 272,022 VILLAGE OF MIAMI SHORES 8.25000 272,022 OPERATING VILLAGE OF MIAMI SHORES .92960 272,022 DEBT SERVICE Levying Authority Property address: Exemptions 260 NE 99 ST Non -Ad Valorem Assessments Rate Footage /Units Page 1 of 2 HOMESTEAC Combined taxes and assessments (gross amount) for 2 Bill Requested 287 WASHINGTON MUTUAL HOME By: LNS http: / /egvsys.miamidade.gov :1608 /wwwsery /ggvt/txcawl 0.dia ?folio= 1132060134320 4/25/2006 RoofSystin r Required Sections of the Permit Application Form A,B,C Attachments Required See List Below 1,2;3,4,5,6,7 Low Slope Application Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or. Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles. and Shakes A,B,D _ 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 1. Fire Directory Listing, Page 2. From Product Approval: Front Page Specific System Description Specific, System Limitations General Limitations Applicable Detail Drawings 3, Design Calculations per Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation INSTRUCTION PAGf • ••• • • •• • • • • • • • • • • ••• • • • • • ••. • • ;1 M /E Z v E SECTION R4402.14 T URRICANE ZONES — UNIFOI:iM j RMITTAPP•L.ICATI9N • • • • • • • • • • • •• • • • • • I Tl ` �l�/� ' • • • • • • • • • • • • • • • • • • • • • • • • • • • Y: :Florida Building Code'Edition 2004 • HO Velocity Hurricane. Zone Uniform Permit Application Form. ..• • • •• ..• •• • • • • •• • • • • • ••• •• PLETE THE NECESSARY SECTIONS OF UNIFORM ROOFING PERMIT LIGATION FORM AND ATTACH THE ULRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQU FLORIDA BUILDING CODE — RESIDENTIAL 44.19 HIGH - VELOCITY HURRICANE ZONES • • • • • •• • • • • • • • • • ••• HIGH-VE ,,IfY HURRICANE ZONES -4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Florida•Building.COde Edition 2004. • • • • • • • • .HighVelotity Hurricane Zone Uniform PerriltApplIcttlial Aim 6 - •• • • • • • • •• • • • • • • • • SeOtion A(General Infontitioni **• * Master Permit.No. 0( t 3 2. 0 9 Process No. • • . ROOF'CATgOORY • II • I• • • • • • • • • • • • • • . • . , • __,,,, • Contractor's Name- - 7- A.A . ircIpE - ez ti.26-trojEg. • • . . . • • • ••• • Job Address )& NE qq /7249,0Ar 5 6 4 w& - .5 . 23 I 3'r ID Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile Low Slope sphaltic 0 Me ..; • neWShingles n Wood Shingles/Shakes Shingles III 1, 4/ lk res.criptivelAIA;RAS ROOF . TYPE. 0 New Roof Rerbefing 0 Recovering 0 Repair 0 Mainten,ance ROOF INFORMATION Low Slope Roof•Area (SF) Steep. - Rot:if : Area TOtal (Sp). g0.0 sv AioAk Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions Of elevated pressure zones and location of parapets. -441-Li-44- i , r 1 , 1 ; • • Bill To I KEITH REINHARD/ EDUARDO MENI 260 NE 99 ST MIAMI, FL 33138 -2435 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Roof / Work Classification: Roof - New Date Fee Name 12/07/2006 Lost Plans Fee Thursday, December 7, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -12 -06 -26954 Invoice Date: December 07, 2006 Permit Number: RF -5 -06 -1309 Fee Type Calculated Total Fees Due: Fee Amount $125.00 $125.00 Payments Date Pay Type Check Number Amount Paid Change 12/07/2006 Check 2253 $125.00 $0.00 Total Paid: $125.00 Total Due: $0.00 II Fill in Specific Roof Assembly Components and Identify Manufacturer (If a co nt is not.used, tdentify.as "NA ") t iM �6 Manufacture NOA No.: D Design Wind Pressures, From RAS1.28 or Calculations: Pmaxl: Max. Design Pressure, From the Specific :N..OA System: Deck: Type: Gauge/Thickness: Slope: 1`-'bl1/4 Anchhor /Base. Sheet:& No.. of Ply(s): - f otysk sf E{ast+ -1e[ s' . V FR .1 Se A _ hor /Base 'heet Fastener /: and' i. .aerial: K ►4■7:.1 a .s +, Insulation Base Layer: Base Insulation Size:and Thickness: 1..)e)/QC Base Insulation Fastener /Bonding Material: ■®NW Top Insulation Layer: Pmax2: Top Insulation Size arid Thickness: 11/4 Oi.)C Top Insulation• Fastener /Bonding Material: K g6iO' Base Sheet(s)•& No. ofPly(s) P°tyt,i (1) J cd:wv{ Base Sheet Faste r /Bonding Material: �^ - N - 114,c, cf c SHANK arc Ply Sheet(s) & No.•of Piy(s): Ply Sheet Fastener /Bonding Material: Top Ply: VOl ■jc h kSS EIQS Sri- V FA To ply Fas 7 1 1 di aterial: t Yy 7-0' •4' N y it ik l latt 'Surfacing: FLORIDA BUILDING CODE — RESIDENTIAL Florida Building Code Edition, 004: •: • High Velocity'Huriicane Zone'Uniform Permit Appkcatio rm. • SecuuOn C. i(Low Fastener Spacing for' Anchor/Base Sheet Attachment" • • •• • • Field: " Ogg t':pi a : .� • "sic Perimeter: " oc' Lap, # Roe @ IP " oc Corner: ,e, © Lap, # RowsI @ ' oc 0 �It , 0 Pmax3: N S Number of Fasteners Per Insulation Boa Field Illustrate Components.Noted.and Details ,as: Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing. or Submit Manufacturers Details that Comply with' RAS 111 and Chapter 16. 4 t 5 ) ••• J1I41- VEIpC.IT% HURRICANE ZONES • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ••• • • • • • •• •• • • • • • • • •• • • • • • • • • • • - Perimeter Corner FT. vFT. A Ce G i Parapet Heiaht Mean Roof Height 44.21 SECTION R4402.13 • : : ... HIGH VELOCITY HURRICANE ZONES — REQUIktEID O'Nr F RS NOTrFICA FOR ROOFING CONSIDERATIONS • ••• • • • •• .. •• .. • • • R4402.13.1 Scope. As it pertains to the section, it is the responsibiiitx of tgoftng td 44d4 the owner with the required roofing permit, and to explain to the owner the cOrittnQlithe satioft.The plVisibpg of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additiona ly, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the items bas,6eerie.plainede • • ••• • • • • •• • • • 1. . • • • • • • ••• •• Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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 betwe n the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. V Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. V 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 overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sectio R4442, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natur airflo through the interior of the structure assembly (the building itself). The, -is amount of attic ventilation shall not be reduced. It may be beneficial to con . er additional _veuti • which can result in extending the service life of the roof. ( 44 wner /Agent's Signature Date • ... • • • ••• •• .. • • • •• .. • ractor Sig j � re ° — d6 Date The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0529.01 EXPIRES: 09/13/2006 APPROVED: 09/13/2001 1 \ s acceptance over page.dot Internet mail address: postmaster @buildingcodeonline.com M I A MM liDADE`' si • • • MI41M1-DADF • COUNTY, FLORIDA P4 FLAGLER BUILDING • • Bt1N,DIlVG CODE CttM.PLIANCE OFFICE METRO -DADE FLAGLER BUILDING • • • • 140 WEST FLAGI.,UR STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTA/ E' • • • • 'ms' P x t3 33130-1563 908 4%5) 1 (30� 375 -2908 Polyglass USA Inc. • • • • • ' • ... • 150 Lyon D.r. • CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Fernley ,NV 89408 .. • . • . • . •.. •... •.. • ' ' Gorirmerrgrs ENVRCEMENT DMSION • • • (3 5) 375 -2956 FAX (305) 375 -2908 • • • • • • PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375 -2902 FAX (305) 372 -6339 Polyglass Modified Bitumen Roof System Over Wood Decks under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, of such product or material immediately. BCCO reserves the right to revoke this appro suspend f it the determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division IBIS IS 7111; COVERS.BEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com POLYGLASS USA, INC. . AoceptanceNo.i 01- 053 %91 .. .. • • • •. .. • • • • • • • • • ••• • • • • • • • • • • • • • . • • • • • • • • • APPROVED ASSEMBLIES: Deck Type 1I: Deck Description: System Type A: Approved Type(s): Fesco Board Minimum: 1/4" x 2' x 4' . N/A Approved Type(s): Dens Deck Minimum: 1/4" x 4' x 8' N/A Wood, Insulated, New Construction • • • • • • • • • •. • • • • • • • • • • • • • • • • • 19 /32" or greater plywood or wood plank, fastened vlitt Aocil screws f 6" o.c. All insulation layers are adhered, to a mechanically attached anchor sheet.... .. Membrane is subsequently adhered to insulation. • • • • • • • • • All General and System Limitations apply. Insulation Fastener Base Layer Type One or more layers of the following: Approved Type(s): Any approved Polyisocyannrate Minimum: 1" x 4' x 4' N/A Approved Type(s): High Density Wood Fiber Minimum: %2" x 2' x 4' N/A Fastening Fasteners Detail No. Per Board N/A N/A N/A N/A • • 000 • • • • • •• • • • • • ••• •.' Fastener Density N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 lbs /100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyiaocyanurate side facing down. Insulation Fastener Fastening Fasteners Fastener Toji Layer Type Detail No. Per Board Density N/A N/A N/A N/A N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 Ibs /100 ft''. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Fastening: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One ply of Elastobase, Modibase, Perma Ply No, 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5, Polybond or . u•»:�: o .e VI ply sheet adhered in full mopping of approved ,- range and at a rate of 20 -40 IbsJsq. 4 Frank Zuloaga, RRC „Roofing Product Control Examiner POLYGLASS USA, INC. Membrane: Surfacing: • • •.. • • • Ogle • • • • Accectapce MI: V1- 0529.01 • • • .. • • • • • • • • • • ... • • • • ... One ply of Polyflex, Polflex G, Polyflex G FR, Polybond, Polybond 0, Xtraflex, Xtraflex G or Xtraflex G FR torch applied gr•gn4p1y of Elastoflex S6: lIastQflex S6 G, Elastoflex S6 G FR, Elastoshield TSQ tie E!&stoshierd tQrcti Or Dot asphalt applied. • • • • • • • • • (Optional) Install one of the following to obtain eclui ;ed tire 91assification. 1. Gravel or slag at 400 Ibs /sq or 300 lbs /sq, rospecjiytly, iQ a;flboa coar of approved asphalt at 60 lbs /sq. • • • • • • • • • • • • OOOOOO 2. Karnak 97 Fibrated Aluminum Asphalt Rodf•CoStiiig o'r Asbestos 1 re • Aluminum Roof Coating at 11/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro-Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal /sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal /sq. Maximum Design Pressure: -60 psf; (See general limitation #7.) 5 Frank Zuloaga, RRC Roofing Product Control Examiner FO1,YCLASS USA, INC. Product Elastoflex VG Flastoflcx VG FR Xtr;,flex khaflex G Xh•i G FR T;lactoflex SA -P FR 1;1:istoflex SAN FR • Rr c e Flastoflex SA -V FR Plactohase Pol.therrn Al PoIvthernl TF ( Tapered) PoIvtherm Composite i;xtcrior Research & 1)c'sic:n. LLC. Dimensions 32' 10" x 3' 3 - 3/8" 32' 10" x 3' 3 - 3/8" 32' 10" x 3' 6" 32' 10 "x3'6" 32' 10" x 3' 6" 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" 65' 2" x 3' 3 -3/8" 1.2" to 4" thick 4' x 4' or 8' 1.5" to 3.5" thick 4' x 4' or 8' vT TENCE SU><3MJTTED: Test Agency/Identifier FrIclory Mutual Research Corporation Report No. J.T. 2W7A7.AM J.I. 3001334 J.T. 3000857 J.I. 3004091 #11757.12.00 -1 #11757.04.01 -1 Test Specification ASTM D 6163 ASTM D 6163 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6164 ASTM D 6163 ASTM D 6163 ASTM D 4601 TAS 110 TAS 110 1.5" to 3.5" thick TAS 110 4' x 4' or 8' 3 Agcep •0141f2.211I•;• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • Product Description Torch, hot asphalt or cotriadgelive applied: • • ; • ; ; • fiberglass reinforced, SBS mollified brurrn• • • • • • rn membrane with a bu ofd' poiyethylette•or sanded • • back face and a granule top surface. Torch, hot asphalt or cold adhesive applieij,• • •. • • fiberglass reinforced, SBS root ifi :d bit:mmn: • • • • membrane with a bum off p.lyet lene*orrxnd:d back face and a granule top surIaae and fire retatedht• • chemistry. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a smooth top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, TPO modified bitumen membrane with a bum off polyethylene back face and a granule top surface and fire retardant chemistry. Self- adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self- adhering back fact and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. SBS modified asphalt coated fiberglass reinforced base sheet. Polyisocyanurate insulation board. Tapered polyisocyanurate insulation board. Polyisocyanurate /perlite composite insulation. Date 08.04.94 02.15.00 01,12.00 01.12.00 12.07.00 04.25.01 h rank Zuloaga, RRC Roofing Product Control Examiner • • POLYGLASS USA, INC. • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: SBS /APP/TPO, Modified B itum en Deck Type: Maximum Design Pressure Fire Classification: • • ••• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Specification Description 32' 10" x 3' 3 -3/8" ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Product Polyflex Polyflex G Polyflcx G FR Polybond Polybond G Elastoflex S6 Elastoflex S6 G Elastoflex S6 G FR Elastoshield TS4 Elastoshield TS4 FR Elastoflex V Dimensions Wood -82.5 psf See General Limitation #1 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM ID 6222 32' 10" x 3' 3 -3/8" ASTM D 6164 32' 10" x 3' 3 -3/8" ASTM D 6164 32' 10" x 3' 3 -3/8" ASTM D 6164 32' 10" x 3' 3 -3/8" ASTM D 6164 32' 10" x 3' 3 -3/8" ASTM D 6164 32' 10" x 3' 3 -3/8" ASTM D 6163 2 •• AocepZa�noe N •• • • ••• • • • • • • • • • • • • • ••• • • • • ••• Approval Date .13, 2Qe1 • • • • • • •• • • • • • • •. .. • ••. • • • • Expiratk IDtt; Sett1104t' 13, 2086. •• • • • •• •• •• • • • •• • • • • • • • • • •• Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a polyethylene or sanded top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen .membrane witha burn off polyethylene or sanded back face and a granule top surface and.fire retardant, chemistry. Torch, hot asphalt or cold adhesive applied, fiberglass r membrane back face Frank Zuloaga, RRC Roofing Pmduct Control Examiner PERMIT __ APPLICATION FOR MIAMI SHORES VILLAGE Date b Job Addressq� l0 0 n 019 S-(. Tax Folio Legal Description Historically Designated: Yes No r Owner/Lessee / Tenant G C1 () Q' V d Nor,- 1 [ Master Permit # '/'7 2 ily Owners Address 1 q 0 ' " ' J) 0141 I/1 5 S+ Phone Contracting Co D [/'e n oo Y K.00-k V1 Qualifier r t YY .e) - V b -en 00 1 State # e 4 3 () 6 Municipal # Architect/Engineer Bonding Company Mortgagor /JL/IL /i /4 e downer and/or Condo ' dent Si • , f r. Notary as to Owner an of Condo Pnesi -,J / Date 07 Addres43 b h \I E 1p 4'-Q s u P SS #/ Phone S r - 2-co 12 Ins. C Competency Address Permit Type (circle one): UILDING Et CTRICAL PLUMBING MECHANIC r WORK DESCRIPTION CYO ei41 «Q� e \L e se r e c r e p e rc -f e a r 3c, lin SI (1 ) k A 1 41/5 Square Ft. � � �� C o o r r� Es t i ma t ed Cost alue) 4. roOdir-7f,d 6-1, S 0 C) r(scue q p� AVING FENCE SIGN 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 ;on and zojn _� Furth ore, I authorize the above -named contractor to do the `; •rk stated. ii/ Notary as to Contractor or Owner -Buil ' - / Date My Commission Expires: My Conunission Expires: FEES: PERMIT RADON C.C.F. T"' NOTARY BOND )DV APPROVED: TOTAL DUE Zoning Building 7 /i 7 Electrical Mechanical Plumbing Structural Engineer 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSID ERA TtONS 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 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:- P 1 ; . , S 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. K5 5. Ponding Wier: 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 overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the n rior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. D to outractor's Signature Y Low Slope Application) .' (Asphalt/Fiberglass Shingles) t Roof Area (ft') (p Sloped Roof Area (ft') )q) Total (ft') ,�� b Master Pert No. ,osure category (per ASCE 7 -88):C Building Classification category (per ASCE 7 -88 table 1) Ft. ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs\Wocd Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF HEIGHT AND SYSTEM DETAILS .57Le - ��11 (Draw details al Dccded) , 2494 qaL✓ Fil't "'eV d 'V. -4 L {(v.e 4 J `r,/KCK#d f ti molt. e 4 44 r.5 /4`,'t'e 4 nit t f -, 4,4Fi?.y (4.14 / fro j;L f f 2c 94• p•('- J newt tooi � 1 / — G,a Gl , BdPay L,clor'fitA c 44c at.¢,r rr 37 Deck type: fa0o p141( ATTACHMENT 41 Fastener Type:! t "1ft 4 `A$'.k,'` - I Y8 4 t SPACING e t Fleld: 7 11 Perimeter? ( " 7 f Cornerir i DTAIL 1 & 2 36 x ft 5789 ,t ga T�� Iif 3 „ Page -1 PROCESS N (Mortar - Adhesive Sct T:Jc) ROOF - - - -23 3 X/ �� . ; 5/a3 /(8 K 7 , 28 n Kce EEZGET 7 8 Deck type: Underlayment. 12" Root U.ops D E T A 1 L. 3 (Pmax1:a , ( X 71, (Aerodynamic Multiplies): (Pmax2: ( 1 (0 X ?1 (Ae: odynuni: Multiplier): Q'(� / (Pmax3: (`+� ' �X A, (Aerodynamic Multiplier): Appendix "L" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION Insulation: Fastener type & spadng: Cap Sheet: R000vering A.. Drip edge: TILE CALCULATIONS •27 ) - M ;3� =M :.)- PCA: a•-r • )14 ) - M' (= M P24 ° PCA: ( G..t •�� )- M =M :g °7PCA: 6 G.� Page -2 .1 ATTACHMENTS REQUIRED ) 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 2ft ile. ari cS 1, Sa 440/vg NOTICE OF COMMENCEMENT - -A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY O.F D.ADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance voih Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Legal description of properly '/ y and street address: (.D p � 2. Description of improvement: 3. Owner(s) nacre and address: _ V-ti SC � , w c 2.1 () Y\ E q S-1 Interest in prope - ty: Name and address of fee simple titleholder: 4. Contractor's name as d address: �� hr7t .� k ID ` n �J Y 7 -� °4 — l )1 n t- (e /mile Jvi 44. A ` i (?+ i-t1 S ko✓5' �( 33) 5. Surety:(Paymant bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's nem? and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13( Florida Statutes. Name and address: 9. Expiration data of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sworn to Notary Public [ . •„r!.' Print Notary's Nil >✓tit My Commissior Expires: riot Owners Name Mh/a.rifi b and su ascribed before me thig ,_day of .DD k S1, r> t( c5 A. DI FFIN 3698 EXPIRES FEB 23, 2001 BONDED CO �MNTIC fi STATE OP PLORIOA, COUNT 6f O Y?&gY OrPre1- inetlhlb (mg 1 H6 1 /3 0 / a c oo , _ .r • s t� the Q WITNESS m 1 O HARVEY R V I nano' a- UVIN :. .1� � �i /�� . 1 and County Courts , !.C. 00R350737 2000 JUL 20 14:49 � t•t � fbY ' 03 ( 3 )3c Pre aced by: �I� er Address: \a -e , -_ o Co& ccues 12 3.0132 ICAO 3 �t: MIAMI -DAOE :Almar (USA), Inc. 6645 NW 77 Ave. Miami Approv ed: 12i1G/1999- FL 33166 1 of MIAMI -DADE COUNTY. FLORIDA .METRO -DADS ELP,G,I FR 1UILDINC i C HL'L DISC ;GOOF COT ,VCfi OFF[CE ' N1E C LER H 7ITE 1 6 3 0 EST T ET. SU 7E 1603 MI IA.II. FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375.2901 FAX (305) 375.29() CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2555 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372.6339 Your a plication for Product Approval of: tii "5" Tile ` under C aper s-orthe.Code of. Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade. County Building Code Compliance Office (BCCO) under the conditions specified herein. , This approval shall not be valid after the expiration date stated below -. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately- BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Buiidine Code. Acceptance No.:99-1102.04 (Revises No.: 97-0918.02) The expense of such testing will be incurred by the manufacturer. Raul Rodrirluez Expires:12 /16/2002 Chief Product Control Division THIS IS THE COVERSHEE':r,•SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rr 01b- -it ranClsco S. Quintana, R.A. Director Miami -Dade County 3uilding Code Compliance Of ALMAR (USA), INC. ACCEPTANCE No, : 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 1. SCOPE This revises a roofing system using Almar `One Piece S' Clay Roof Tile, as manufactured Almar (USA), Inc. described in Section 2 of' this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance witlh RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: - Prepared Roofing Sub Category: High Profile Tile 2. PRODUCT DESCRIPTION vanufactured by Applicant One Piece `S' Tile Trim Pieces g30 Felt 2.1 Product 43 Coated Basc Sheet NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Test Product Dimensions Specifications Description I = 13'/" PA 112 High profile clay roof tile. For direct deck or w = 10" batten nail -on, mortar set or adhesive set /•." th ick nominal applications. PA 112 Accessory trim, clay roof pieces for use at hips. rakes, ridges and valley terminations. ivianufactured for each tile profile. 1 = varies w = varies varying thickness Components or products manufactured by others Test Product Dimensions Specifications Description N/A ASTM D 226 Saturated organic felt to type 11 be used as a nailed anchor sheet. NIA ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlavm .t M ,nufacturcr acneric centric Frank Zuioaga, RAC Roofing Product Control Examiner • ALMAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Product Mineral Surface Cap Sheet Rainproof l Ice and Water Shield Wood Battens Tile Nails Tile Screws Roof Tile i \iortar "TilzTtte ') ''' Dimensions, NIA 30" x 75' roll 36" x 75' roll - Or 60 "x75'roll 36" x 75' roll vertical min. I" x 4" horizontal min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone Min. IOdx5 �.� x2�W' long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter N/A Test Specifications Product Description Manufacturer ASTM D 249 Mineral surfaced asphalt generic roll roofing for use as a top ply in a double ply underlayment system. PA 104 Single ply, nail -on underlayment with 2" self - adhering top edge. Wood Preservers Sait pressure treated or Institute LP - 2 decay resistant lumber batters PA 114 Appendix E PA 114 Appendix E PA 123 Prepared mortar mix designed for mortar set roof tile applications. Protect -0 -Wrap, Inc. with current NOA PA 103 Self - adhering W.R. Grace Co. underlayment for use as with current NOS, a top ply in a two ply underlayment system with Approved #30 or 443 as the bast layer_ generic Corrosion resistant, generic smooth, screw or annular ring shank nail. Corrosion resistand coated, generic square drive, galvanized. coarse thread wood screw • Bermuda Roof Company, Inc. (with current I40A) Frank Zuloaga. RRC Roofing Product Control Examiner I '4 ALMAR (USA), INC. Product Quickcrete Roof N/A PA 123 Tile Mortar Roof Tile N/A See PCA Adhesive ( "Polypro0 AL-060") Tile -Bond 3. LIMITATIONS NOTICE OF ACCEPTANCE: Test Dimensions, Specifications Factory premixed canisters 7C17Q09C001:741 See PCA ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane. adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Manufacturer Quickrete Mortar (with current NOA) Polyfoam Products, Inc. (with current NOA) Flexible Products (with current NOA) 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami - Dade County Certified Laboratory to perform quarterly test in accordance with PA 1 12, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater. installed in strict (NSTALLATION 4.1 Almar `One Piece S' Clay Roof Tile and its components shall be compliance with Miami Dade County Roofing Application Standard RAS I 1S, RAS 119, and RAS 120. Frank Zuloa a. RRC Roofing Product Control Examiner (74)0C nInvva 07—on inuttinn nn. •ru Table 3: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Nail -On Systems Tile Profile Fastener,Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens One Piece 'S' Tile 2 -10d Rin• Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 _ 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7 . 3 _ 1 .T8 Screw 28.7 28,7 N/A 2 .R8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23,1 I 19.0 _ '1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3, 29.3 - 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.5 38.E 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 G 2 -10d Ring Shank Nails' 33.1 I 48.1 45.2 AL,MAR (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 4.2 Data For Attachment Calculations Table 1; Aerodynamic Multipliers - X (ft') Tile Profile One Piece '5' Tile Tile Profile One Piece.'S' Tile Battens 4,47 Table 2: Restoring Moments due to Gravity - M. (ft-Ibf 3 ".12" 4 ":12" 5 6":1 2" or ess Direct beck 5.35 Battens J Direct Deck 4.40 1 5.27 X (ft') Batten Application 0.253 Battens 4.31 5.16 Installation with a 4 the neaolap Ana tas�err.ers are +o�arev d + + ++1+. Direct Battens Deck X (ft') Direct Deck Application 0,274 Direct Deck .20 l 5.03 1 4,08 7 ":12" or greater Battens Direct Deck 4.89 Frank Zuloaaa RRC • Roofing Product Cont'ol Examiner en() .1 ZS1 9S8SOSi :'131 ,k dd11S 0011V219 Si :81) ,9(1- i'l� ALMAR (USA), INC. NOTICE OF ACCEPTANCE_ STANDARD CONDITIONS Table 4: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhesive Set Systems Minimum Attachment Tile Tile Application Resistance Profile . 29.3h One Piece 'S' Adhesive Tile See manufactures component approval for installation requirement. Flexible Products Company TileBond Average weight per patty 10.7 grams. , l Polyfoam Product, Inc. Average weight per patty 8 grams. � ; 0 • ' i - 0'\( f y Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft f) for Single Patty Adhesive Set Systems Tile Profile One Piece 'S' Tile Large paddy , lacement of 63 rams of PoI Pro 7 ''`. Medium paddy placement of 24grams of POIVPrOTM. Tile Profile One Piece 'S' Tile Tile Application Polyfoam PolyProTM Polyfoam PolyProT" Table 4B: Attachment Resistance Expressed as a Moment - M for Mortar Set Systems Tile Application Mortar Set' ACCEPTANCE No.: 99 1102..04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 Minimu - chment esistancib, 66,5' Attachment Resistance 24.50 38 5. LABELING All tiles shall bear the imprint or identifiable marking ng Control Approved". manufacturer's name or logo, or following statement: "Miami -Dade County 6. BUILDING PERMIT REQUIREMENTS 6.1 Application For building permit shall be accompanied by copies of the 6.1.1 This Notice of Acceptance_ 6.1.2 Any other documents required by the Buildin` O f f iciation of this South st Florida Building Code (SFBC) in order to properly evaluate the Zuloaga, RRC Roofing Product Control Examiner f n 1_1(K' nrtfF 01 : Qfl I'1H I l flfl till- `lllP ALNMAR (USA), INC. APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS I0-1/ 2" ONE PIECE `S' CLAY ROOF TILE 7 ACCEPTANCE No.: 99- 1102.04 Frank Zuloaga, RAC Roofing Product Control Examiner ALMA (USA), INC. ACCEPTANCE No.: 99- 1102.04 APPROVED :December 16, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially • submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be erounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available For inspection at the job site at al! time. The engineer need not reseal the copies, Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 7 and this last page 8. END OF THIS ACCEPT ANC Fran • Zuloaga, RRC Roofing Product Control Examiner cSINHcHI.831 A'1dd11S 000n18 L ! : 8 0 lHU fill] .90- 10f PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 • Your application for Product Approval of: GA F Ruberoid® Modifed Bitumen Roof Systems for Wood Decks un e r Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Con truction, and completely described in the plans, specifications and calculations as submitted by: Dynatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, lnc. 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 -60 and the standard conditions on page 61. This 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 jobsite 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. The 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 Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.14 Revises No.: 95- 1003.03 Expires: 11/06/00 Approved: 11/06/97 1 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used 'n Dade County, Flprid i under the conditions set forth above. � i //' i ( /� Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built : up Roofing Type: Modified Bitumen Sub -Type: APP and SBS System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Frank Zuloaga, Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® 60 Ib. bags ASTM D 1863 Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 1 5, 55 gallons ASTM D 41 5 gallons ASTM 1227 1, 5 gallons ASTM D 2824 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /rol l ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 5 sq. roll ASTM D 2178 45 lb. roll 5 sq. roll 45 Ib. roll ASTM D 2178 5 sq. roll ASTM D 2178 76 Ib. roll ASTM D 3909 '.Page 4 of 61 Product Control No: 97 0804.14 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. rank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.14 'Test Product Product Dimensions Specification Description GAFTITE® Base 'PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 ''' /" PA 114 • Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 '''/" • PA 114 Round polypropylene stress plates. Ruberoid® 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. , . • • polymer modified asphalt and surfaced with mineral granules. 1 n • , RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. • polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 170FR 103 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP FR 1 sq. roll ASTM D 5147 Non -Woven polyester mat coated with 105 lbs. fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Smooth 87 lbs. asphalt modified bitumen membrane, smooth surface. RUBEROID TORCH 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, Granule 102 lbs. asphalt modified bitumen membrane, granule surface. • Page 7 of 61 Frank Zuloaga, Roofing Product Control Examiner EPS Product Dekfast Lock Plate 3" x 3 1/4" Dekfast Fasteners #15 Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer High Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Dimensions various various various various 4 mil min. various Minimum # 12 Test Specification PA 114. PA 114 PA 114. Insulation fastener for steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 ASTM D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 Extrude1 polystyrene insulation PA 110 Wood fiber insulation board PA 110. Perlite / urethane composite board insulation PA 110 PA 114 Polypropylene locking plate. Insulation fasteners for concrete decks Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Page 11 of 61 Product Description Product Control No: 97- 0804.14 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) generic generic generic generic generic generic generic generic generic uloaga, Roofing Product Control Examiner Tin Caps MB aluminum roof coating Dens -Deck #12 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener Hextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Product Test Dimensions Specification Min. 32 ga. x various 3" round various various various Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulationf PA 110 Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97- 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers, Inc. (with current PCA) Frank Zuloaga, Roofing Product Control Examiner Membrane Type: Deck Type 1: Deck Description: System Type A(2): Base Sheet: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS Wood, Non - insulated New Construction or Reroof 19 or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. 2 ":12 "; See General Limitation #3. Page 22 of 61 Product Control No: 97 0804.14 GAFGLAS® #75, GAFGLAS #80 Ultima" Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy' Base Sheet,GAFGLAS® STRATAVENT ®Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. Frank Zuloaga, Roofing Product Control Examiner Wood Deck System Limitations: 1. Fastener spacing for anchor sheet attachment, is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4'. x 4'. a. Fastener spacing for insulation attachment is based on al Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance' with Merto-Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275-1b1 insulation attachment shall not be acceptable. 3 A slip sheet is required with GAFGLAS FIexPIy 4® and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/2 Type X gypsum board is acceptable to be installed directly over the wood deck.. : Page 57 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.14 1 All asphalt shall comply with AST■ D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters 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. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to -60psf. 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 SFBC. 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 installation of all materials shall be the sole responsibility of the contractor. Page 58 of 61 Zuloaga, Roofing Product Control Examiner 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4! x 4' maximum: 15 In re- covery/re- roofing applications, prior to'the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored.on end and on a clean, flat and dry surface. • 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure li'mitati'on listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners, and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 60 of 61 Product Control No: 97 0804.14 Frank Zuloaga, Roofing Product Control Examiner • Product Control No: 97- 0804.14 GAF Materials Corporation ACCEPTANCE NO.: 97- 0814.14 1361 Alps Road APPROVED: November 6, 1997 Wayne, NJ 07470 EXPIRES: November 6, 2000 1 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 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. 2 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 -he 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 of a 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 of any product, for sales, advertising or any other purposes. 6 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. 9 This Acceptance contains pages 1 through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, —� Roofing Product Control Examiner ROOF COVERING MATERIALS (TEVT) 1999 Roofing Mate ROOFING SYSTEMS (TGFU) — Continued 29. Deck: NC Incline: 1/4 Foam: "Poly - Iso" or "Poly - Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 - 1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA - 65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 g al /sq /application or three applications, applied 1 -1/4 gal /sq /application 16 -32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gat /sq (14 dry mils). Surfacing: "Gacoftex A- 6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). 34. Deck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: One or two apptications "Gacoflex UB- 7050 ", applied at 1 gal /sq. /application (16 - 32 dry mils). Surfacing: One application of "Gacoftex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). 35. Deck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat: "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gat with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoftex UB -64 ", applied at 1 -1/2 gal/so (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7 -8 lb /sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an l' alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific "Dens- Deckm" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the j deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Pty 4" or "Ply 6" may be adhered to c "Dens- Deck" in hot asphalt. • "GAFGLAS Stratavent Naitable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS IT #80 Premimum Base Sheet ") is a suitable alternate for Type 61 asphalt• glass N' fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. k:, The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ") may be substituted for 61 asphalt glass fiber ply sheet ("GAFGLAS Pty 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insutations may be•hot mopped or mechanically fastened. 4. 7. 8. • 1 Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 141 ROOFING SYSTEMS (TGFU)— Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified pertite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with. rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Ctass A, B or C systems. " GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80' Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C - 15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate;' urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three orknore layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphatt glass fiber mat system. eck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base. Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). • Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sheet: One layer of Type G -3 "GAFGLAS Minerat Surfaced Cap Sheet ". Deck: NC ,Incline: 3 / Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet", Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). • Cap Sheet: "GAFGLAS Mineral. Surfaced Cap Sheet ", hot mopped. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, a ny thickness. 142 ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C - 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 . gal/sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite,perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet: One ply Type 61 or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type 61 or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base /Ply Sheet: One or more plies of Type 61 or type G2, hot mopped in place. 1999 Roofing Materials' and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU)— Continued Coating: "Fibered Aluminum Roof Coating ". 6. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base /Ply Sheet: .One or more plies of Type 61 or Type G2, fully adhered with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modified Bitumen flashing Cement ". Coating: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C 15/32 Incline: 1 Base Sheet: One or more plies Type G2, mechanically fastened. Ply Sheet: Three or more plies Type G1, hot mopped in place. Coatings: "Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. Class B 1. Deleted. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Pty Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Grundy Industries "al MB Aluminum Roof Coating ", 1 -1/2 gal /sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gat /sq. Class C 1. Deck: C -15/32 Incline: Unlimited Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". • Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal/sq. 3. Deck: C -15/32 Incline: Unlimited Insulation '(Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Pty Sheet Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. "GAF Weater Coat Emulsion" may be used on any of the following noncom• bustible Classifications' not exceeding 1/2 in. RUBEROID® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Unless otherwise indicated, "EverGuard SR" membranes used in systems are mechanically fastened with large head metal or plastic fasteners spaced 18 in, OC and max 2 in. from membrane's edge. Adjacent sheets are lapped 4 in., covering fasteners. Laps are then heat sealed. The "EverGuard FB" membranes are hot mopped in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board or 1/4 in over the .A yap( "EVERGUW in any p Perlite m Strataven any ,of.th 1..r Deck: Insr mec Men Surf 2.,. Deck: t�1: -Insu Men Surf lbs /: 3 ..• Deck: Insu Base Mem Surf. 4. Deck: Insu Mem Slip Surfs Quart 5. .Deck: Insu) Mem Surfa cones than 6. Deck: Insul loose Mem; loose ,..; , concr Deck: 1 Insul fiber, ureth. thick! Base Memt "Rube "Rube Surfs& roofin 2.4 Deck: t` Base Memb "Rube "Rube ' Coatis -- 3. Deck: N fiber, ui. Base Memb . ,x "Rubes "ilk- Mop P Coatin 4. ,7 1 Deck: C Insula perlite 1 -1/2 Base Ply Sh _.; Membi "Ruber "Ruber Surfac 5. Deck: Ns iber, ered ified :lass .ite/ any ;LAS -1/2 :lass .ite/ any LAS :lass .LAS .1/2 :lass ite/ any ALAS •1/2 lass ite/ any LAS the ems ring om- na leck ring ling are . in. in., mes wer lard ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) - Continued or 1/4 in. (min) Georgia- Pacific "Dens Deck® Overlayment" are used directly over the deck with all joints staggered 6 in. (min) from plywood joints. A vapor barrior may be optionally installed under all systems utilizing " EVERGUARD" insulation. "EVERGUARD" insulation is an acceptable alternate in any polyisocyanurate insulation of the following systems. GAFGLAS Perlite may be used as an option over EVERGUARD insulation. GAFGLAS Stratavent Perforated Base Sheet may be utilized as an additional ply in any of the following systems. Class A - Ballasted 1. Deck: NC Incline: 2 Insulation: One or two layers "Isotherm R ", any thickness, loose laid or mechanically fastened. Membrane: Any UL Classified membrane used in a ballasted system. Surfacing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq. 2. Deck: C -15/32 Incline: 1/4 (NC -2) Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck: NC Incline: 3 Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Gravel. 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberoid® Torch 1" (modified bitumen). Slip Sheet: 0.004 in. polyethylene (not UL Classified). Surfacing: 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberroid® Torch 1" (modified bitumen). Surfacing: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 lb /sq•ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. Membrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Ptus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min thickness (offset from plywood joints:6 in.). Base Sheet: One or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granute) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1/2 1999 Roofing Materials and Systems Directory 6. 7. 8. 9. 10. 11. 12. 13. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 143 ROOFING SYSTEMS (TGFU)- Continued Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Ptus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more Layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. .Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2. in. min. Base Sheet (Optional): One or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Pty 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in•ptace. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granute). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 1175 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gat /sq. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. • • • 144 ROOF COVERING MATERIALS (TENT) ROOFING SYSTEMS (TGFU) Continued Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gat/sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or i" GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. U \ eck: C -15/32 Incline: 1/2 • Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, .. �� Base Sheet: One or more layers Type G2 ar G3,ba a sheet, hot mopped or mechanically fastened. Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule): 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional ?: Perlite, fiber glass, isocyanurate, urethane,. perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood •fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, pertite/isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gat /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Potyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Potyisocyanurate, wood fiber, perlite,_glass fiber any thickness, hot mopped or mechanicalty fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets, hot mopped or mechanically fastened.. - Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Potyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. 1999 Roofing Materials and Systems Directory LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. 0 .Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Deck; C -15/32 Incline: 1/2 Insulation (Optional): Fiber glass or perlite, mechanically fastened. • Base Sheet: One or more layers Type G2, hot mopped or mechanically • fastened. Ply Sheet: Two or more layers Type G1, hot mopped or mechanically fastened. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. • 24. Deck: NC Incline: 1/4 ' Insulation (Optional): Potyisocyanurate, perlite, glass fiber or wood fiber, 2 in. max. Base Sheet: Type 15 asphatt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. 25. Deck: C -15/32 . Incline: 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gat /sq. 26. Deck: NC Incline: 1/4 Membrane: "Ruberoid® Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" at 1 to 2 gal /sq. 27. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gat /sq. 28. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura- White ", "Endure White Elastomeric Roof Coating" or "Pro -Grade White Elastomeric Roof Coating ", 3 gal/sq. 29. Deck: NC Incline: No limitation Insulation (Optional): Potyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 30. Deck: C -15/32 Incline: No limitation Insulation (Optional): Potyisocyanurate, urethane, glass fiber, perlite, any combination in any thickness, mechanically fastened. Base sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphatt. Membrane: "Ruberoid® Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of'TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. 31. Deck: NC Incline: 1/2 Insulation (Optional): Glass fiber, perlite, wood fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. 'Membrane: 'Ruberoid® Torch 1" (modified bitumen), heat fused. Surfacing: Henry "No. 229 Asphalt Emulsion" at 1 gal /sq or GEO Industries "No. 929 Aluminum Emulsion" at 1 gal /sq. 32. Deck: NC Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped or mechanically fastened any thickness. Base Sheet: Type G2, mechanically fastened or hot mopped. Membrane: 'Ruberoid® Torch 1 ", heat fused in place. Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal /sq. Owner's Address Gt9 T11 I»nn;I =;ep c ysre-0, Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE • • Date it' 9 Job Address 2.1,e) 7 ),(?, 19 ST Tax Folio 11 3 2-.0(p 13 432.0 S Legal Description LOT 4 k 5 4 G 1/2 Owner / Lessee / Tenant ! - /\ 6 l ; G -i9 �. © t o. 99 f Contracting Co.f T #&f)IVTi C I9ADE'- 1'I.ODr; /V6- Address , /a 0 :f/9NAJ /9u Q Qualifier CAR& 13€.LCW SS# __ Phone 90/ - /5107 State 1P Municipal 1 Competency # 0190 0 )2 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING 'PAVING FENCE SIGN WORK DESCRIPTION Remo v-e 9 AAVee1. ileac AP./ G Signature of owner and /or Condo Y esnt Date: Notary as to Owner and /or Condo President My Commission Expires: MTh i STATE C5' FLORTRA. MY COIL : :i.' 13SHON EXPIRES: May 25, E995. 8OND73D Mai NOTARY PJe3LIC UN&ERS'y?[�'�R.^ ** * * * * . * * FEES: PERMIT ' RADON C.C.F.lb Estimated Cost(value) 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 truction and zoning. Furthermore, I authorize the above -named contractor to do the work sta Date: re of ntrac or or Owner = Builder r Notary as to Contractor or Owner-Builder My Commission Expires: NOTARY PUBLIC, STATE OF FLORIDA. MY COMMISSION EXPIRES: May 2B, MS. BOOED TIIRU NOnARY PUBLIC UNDERwRITEL . * * * * * * TOTAL DUE l APPROVED: Fire Other Zoning Buildin_ ` Electrical Mechanical Plumbing Engineering NOTARY Master Permit # Phone * ** 6 27, 6 vA 2 0 /Ai-14)s 4o , / NI N fi dA 4/1) 6 27, 6 vA 2 0 • 71 7 15-577 - 9974 B 1 ELER • MEi'ROPOU1 ,N DADECOUNTY, FLORIDA METROD DE PgQpUCT .LQ TROL OF.CapTANCg G. A. F. Corporation 1361 Alps Road Wayne, N.J. 07470. Your application for Product Approval of h? raid Ma" Sing,le_Pl.v Roofing Membranes under Sections 203 and 204 of the South Florid Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications an¢ calculations as submitted by I1iiderw A ' ab Test Service Report GAF- 53 -X -9 t . has been accepted by Product Control to bs used in the Unincorporated •areas fand Dade the Standard Conditions on Page 3 County iunder olc Conditions set forth on pages 2-2d ACCEPTANCE No.: _ 91-Q2;5.4 R APPROVED June 10, 1891. EXPIRES : Mrch 1,1, 1994 .t, This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: JurLe 1 Q ,12 1 * *pLE -NSE NOTT* *, -1 — 231 P01 TALI 11 '94 08:03 Ore METRO CENTER 90AR0 OF RULES ENFORCE ENT • suite t010 111 N,W, *et STREET MIAMI, FLORIDA 3312B'97' it D amond, P.E. roduct Control Division Supervisor (305) 375 -2612 Charles Danger, .E. Deputy' Secretary Metropolitan Dade County Board of Rules and Appeals )D5- 533-9974 B I ELER -2- 231 P02 ACCEPTANCE NO.: APPROVED $ -� EXPIRES JANl 11 ' 94 ©8: 04 1.00 This approves smooth surfaced and granule su rfaced, torch applied le l rooting APP and map - applied SBS "�ubmodi'.fi� „andnre•inty ced with non - membranes which are polymer be used in new woven polyester mat. Ruberoid membranes may A li Xone Bha7�l roofing as well as re- roofing of existing roofs. prevent ha adequate slope and interior drains where required to pre For fire -rated roofs, roof slopes shall comply w ponding. latest UL Building Systems Cards and shall be as restricted by UL-TM 7 0 A5 E -108 fire tests. Minimum m ®ndatitonsum slopes steal al 9 / AS se comply with GAF's published rec el 1.01 Ruberoid membranes have passed the following teats 1) UL-790/ASTM E-100 Fire d Tests Clang A, B, & C see UL cards) 2) Accelerated weathering 3000 ASTM G-26 3) Tensile Strength /El on g ation Before weathering Machine Direction Cross Direction After Weathering Machine Direction Cross Direct hours No deterioration ASTM D -412 243 lb /2” - 60% 161 lb /2" - 61% 270 Lb /2" 78% 175 lb /2" - 72 i - , amon . , P.E. roduct Control Division Supervisor 71 BIELER 6) 7) 8) 9) Before Aging After Aging ACCEPTANCE No.: APPROVED EXPIRES 231 P03 4) Water Vapor Transmission ASTM E-96 Ruberoid MB - Torch applied Mop Applied 5) Heat aging AgTM D -573, 2000 hrs. e 70'C Tensile Strength /Elongation Machine Direction Cross Direction Machine Direction Cross Direction Wind Uplift Test ASTM E Factory Mutual wind uplift tests for metal and plywood decks Factory Mutual Hail Damage Test Dimensional Stability ASTM D -1204 Before weathering JAN 11 ' 94 09: X75 0,75 gms /hr /m2 0.215 g /hr /sq. m 0.1329 g /hr /aq m 90 lbs /in, 35% 55 lbs /in, 35% 99 lbs /in, 24% 55 lbs /in, 23% Passes X.40 and 1-90 Passes 0.4 Machine Direction 0.4% Cross Direction Before weathering Machine Direction Cross Direction 0.3% 0,3% 1....L...4.46/ ..c. mil Gil Diamond, P.E, Product Control Division Supervisor on r 11 r, 305 -673 -9974 BIELER 2.03 QvrMSaL. ACCEPTANCE NQ.= APPROVED EXPIRES 2.00 2.01 02132=11 All installations must comply with the recommendations Qf the manufacturer as described in their published literature and referenced test reports. • 1 - 231 PO4 .V4 11 ' 94 08: 2.02 --�- This installation is approved without any height restriction for non - coastal buildings. at a The rate of 1 tai 2 concrete deck is primed with asphalt primer applied gallons per square. APP membranes are than directly torch applied to primed deck. In case of S8S membranes, Gafglas base sheet is solidly hot mopped to primed deck with 2' at side and 6" end laps. SBS membrane is then mop pp d the rate of 25 lbs. per square to the base sheet with 4" side and 6" end laps. For coastal areas, the height iClasrestriction 350 feet fox Cla�e for Class 1, 550 feet for . a) The heights shall be limited by types of construction as defined in the South Florida, Building Code. b) S °t r42p2d- s This installation is limited or Class O l f coastal v and r no t for non�coaetal, 60 f permissible for Class 2 and 3 coastal buildings. AL G 1 Diarne P.E. roduct Control Division Supervisor l�rtr 1 ' ri ... 3115- 637-9974 E:1 ELER d p (iprn rnti�. ACCEPTANCE No.: : 0215 - R APPROVED 3 c 1 EXPIRES • •, • , Approved insulation boards are fastenld the f inetal deck at the rate of one fastener p with coined hexagonal galvanized steel 3/4" ateelwashers. ter Gafglas stratavent perforated base insulation with 2" gide and 6" end membrane is then hot mopped at the membrane is then hot - mopped at the per square with 4" side and 6" end 231 P05 JAN 11 '94 08:06 sheet is laid ov laps. Ruberoid rate of Ruberoid rate of 25 lbs. laps. c) ozCh .,App1 i&d enkraiIIe This installation is limited to 165 feet above grade tor coastal and not P coastal buildings. Factory Mutual approved insulations boards are fastened to metal deck with Factory Mutual approve fasteners at the rate of one fastener per 2 sq. ft Gafglaa 15 base sheet with 2" side and 6" end laps is hot mopped membrane side and P 2.04 Over i The anchor sheet is fastened to the deck with 12 gage, annular ring -shank steel roofing nails with heads at least 3/8' in diameter. Nails must protrude 3/16" min. from the underside of , the deck and be spaced as set forth in Table 34 -0 of the South Florida Building Code. The nails shall be applied through tin -caps as required by Section 3403.4 (c) of the South Florida Building Codo. / OOP tea, . . ...,!...6016 1t✓ il Diamond, P.E. Product Control Division Supervisor 73n5-637-9974 B 1 ELER e 4;or urarioit.� ACCEPTANCE No APPROVED EXPIRES 231 P06 JHhN 11 ' 94 08: 014 Gil Diamond, P.E. Product Control Division Supervisor b Insulation, base sheet and Ruberoid m2mb0ranes limited shall then installed nstalled as described in Seto d further limited i is limited 60 feet a buildings grade for non - coastal and Clang 1 coastal by t e of construction as defined in the South Florida Building Code or fire rated roofs, the Ruberoid membranes shall be surfaced with 400 lbs. square 2.05 F of gravel embedded in flood coat of hot roofing asphalt or coated with Karnak o• fibrated aluminum asphalt roof coating or Grundy industries 20F emulsion coating applied at a rate S pecified in U.L• fire tests. This applies to both smooth and gravel surfaced APP and SBS membranes. 2.06 For non-fire rated roofs, smooth surfaced Ruberoid be coated with GAF's fibered aluminum o f 1 membranes may lied at a rate Weather2Cgallons pernsquare. Gran ul eg surfaced membra e to 1 1/2 q need not be Coated. performed only by a licensed roofing contractor, 3.00 acceptable be o .A•F• rbgfs, 4.00 Ruberoid membranes can ais�gbremoved andxalli ®d uo en the provided al rose grave deterioratee a d areas are repairem�ran ® s c ribed above. The entire roof covered with this membrane use of this membrane over other shall be n accordance with approval by the product Co section 3401.9 South Florida Building Code. by two fictions for roofing permit must be 5.00 AuP te shop d rawing, approved by the architect or du sets of ct a e manufacturer's specifications project engineer, along with the is waived for re roofing and standard details. This requirement up to 5,000 sq. ft. and single family residentials jobs up to P 5,000 aq . ft. in area. 6.00 This revision supersedes Notice of Acceptance #91 0215.4 dated March 11, 1991. • . • 305 -1 -9974 B I ELER METROPOLITAN DADE COUNTY, FLORIDA yh METRO•DADE • .• • :■ :.•::► •.• •.• 2.31 P07 JANI 11 ' 08: • M ETRO.OAOE CENTER BUILOINO 11 TANING PEPARTMENT BUTTE 1010 111 N.W. 1a STREET MIAMI. FLORIDA 33120.1974 (305) 375 -2612 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any prevision 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, 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be - displayed in advertising literature. • If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, .where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Gil Diamond, Product Control Supervisor Metropolitan Dade County Building & Zoning Department RUBEROID® Specifications N- 1-1 -MG, and N -1 -1 -MSC 18 " 1 Max. 4" Min. Side Lap 2' MIn. Side Lap Max. GAFGLAS I/75 Base Sheet RUBEROID MOP -/i Min. Nallable GAF Deck Steep Asphalt ASTM Type III or IV Substrate -72 inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 9. Slope —Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials Approximate Weight Per Square GAF Steep Roofing Asphalt ASTM D -312 Type 111 or IV GAFGLAS #75 Base Sheet GAF RUBEROID MOP (Smooth or Granule Surfaced) Surfacing (Required for N -1 -1 -MSC) 25 lbs. 25 lbs. 90-105 lbs. Total 140 -155 lbs. Guarantees t ees Available Specification RUBEROID Liberty RUBEROID N -1 -1 -MSC N- 1 -1 -MG 12,10 12,10 12,10 12,10 General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS' #75 Base Sheet (or in the case of a fresh lightweight insulating concrete or gypsum deck where GAFGLAS STRATAVENP (Vent Ply) for Nailable Decks is required), with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP (Smooth or Gravel) in a nominal 25 pounds per 100 square feet (plus or minus 20%) continuous coat of GAF Steep Roofing Asphalt ASTM D -312 Type 111 or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 3. For specification N -1 -1 -MSC, a coating is required. Apply GAF WEATHER COAT'S Emulsion at a rate of 2 -3 gallons per 100 square feet or GAF Fibered Aluminum Roof Coating at a rate of 172 -2 gallons per 100 square feet. Apply this coating between 1 and 4 weeks after installing the RUBEROID membrane. The protective coating must be maintained during the life of the roof. Reapplication of surfacing should be employed as part of a periodic main- tenance program. The frequency may vary depending on climatic conditions. The RUBEROID MB Membrane MoD Applied surface must be clean. dry. and free of all loose dust and dirt at the time of coating. Note: Over structural wood fiber decks, 400 pounds of gravel or 300 pounds of slag per 100 square feet installed in a 60 pound per square (plus or minus 20 %) flood coat of GAF Roofing Asphalt is required. RUBEROID UL Classifications UL Class Surfacing Substrate Slope Specification A 1(97 C C None NC '/2" N -1 -1 -MSC '/2" N- 1 -1 -MG Wi OAFeNLeaq IMEMMA amacm 1 CORPogA11pN For more extensive UL classifications, see page 6. UL Chart Key 1. Surfacing K97 = Karnak #97 Fibrated Aluminum Asphalt Roof Coating 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. "/ Inch thickness), oriented strand board (min. 'h inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per foot. 49 IUBEROID® Specifications N- 1 -1 -MG, and N -1 -1 -MSC 4' Min. Side Lap 2' Min. Side Lap GAFGLAS 175 Max. Base Sheet RUBEROID MOP 2 Min. Reliable Deck GAF Step Asphalt ASTM Type III or IV Substrate —' /: inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 9. Slope —Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials Approximate Weight Per Square GAF Steep Roofing Asphalt ASTM D -312 Type III or IV GAFGLAS #75 Base Sheet GAF RUBEROID MOP (Smooth or Granule Surfaced) Surfacing (Required for N -1 -1 -MSC) 25 lbs. 25 lbs. 90 -105 lbs. Total 140 -155 lbs. Guarantees Available Specification RUBEROID Liberty RUBEROID N -1 -1 -MSC 12,10 12,10 N- 1 -1 -MG 12,10 12,10 GAP G UL ANO UATERIALS CORPORATION mos General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS® #75 Base Sheet (or in the case of a fresh lightweight insulating concrete or gypsum deck where GAFGLAS STRATAVENT® (Vent Ply) for Nailable Decks is required), with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP (Smooth or Gravel) in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of GAF Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. 3. For specification N -1 -1 -MSC, a coating is required. Apply GAF WEATHER COAT® Emulsion at a rate of 2 -3 gallons per 100 square feet or GAF Fibered Aluminum Roof Coating at a rate of 1'/: -2 gallons per 100 square feet. Apply this coating between 1 and 4 weeks after installing the RUBEROID membrane. The protective coating must be maintained during the life of the roof. Reapplication of surfacing should be employed as part of a periodic main- tenance program. The frequency may vary depending on climatic conditions. The RUBEROID MB Membrane Mop Applied surface must be clean. dry. and free of all loose dust and dirt at the time of coating, Note: Over structural wood fiber decks, 400 pounds of gravel or 300 pounds of slag per 100 square feet installed in a 60 pound per square (plus or minus 20 %) flood coat of GAF Roofing Asphalt is required. RUBEROID UL Classifications UL Class Surfacing Substrate Slope Specification A 1(97 C '/2 N -1 -1 -MSC C None NC 1 /2' N- 1 -1 -MG For more extensive UL classifications, see page 6. UL Chart Key 1. Surfacing K97 = Karnak #97 Fibrated Aluminum Asphalt Roof Coating 2. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. 15 /32 inch thickness), oriented strand board (min.' /: inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiberboard, etc. 3. Slope Maximum slope allowed, in inches per foot. 49 MET'ROPOUTION DADE COUNTY, FLORIDA • 305-E33 -9974 B I ELER EBQWJCT CQQTROL WICE OF _ACCF7rArlr G. A. F. Corporation 1361 Alps Road Wayne, N.J. 07470. Your application for Product Approval of "Ruberoid a" SingZe Ply under Sections 203 and 204 of the South Florid Building Code governing the use of Alternate Materials and Types of ' Construction, and completely described in the plans, specifications and calculations as submitted by Unde • a • Y /1 -16 -87 by yipin Tplat, P. has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2d and the Stan•ard Conditions on Page 3 ACCEPTANCE No.; EXPIRES = c **PLEASE NOW* 231 P01 JAN 11 '94 08:03 bald Nr# METRO.DADE CENTER a0AR0 OF COOE ENFO GEMBNT SUITE 1010 in NW, te1 STREET MIAMI. FLORIDA 331201974 D amond, P.E. APPROVED June 10, 1R9j, •roduct Control Division Supervisor : • y . • 0 ' . P k • 0 :L (305) 375-2612 This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: Jut1.,.1Q. 1 91 Charles Danger, Deputy' Secretary metropolitan Dade County Board of Rules and Appeals SHLt- 305 - 633 -9974 BIELER p F o ooz' tines_ 1.00 This approves smooth surfaced and granule surfaced, torch applied API/ and mop - applied SBS "Ruberoid MB" sing le ply roofing Y membranes which are polymer modified and reinforceddwinhnewn- m All in new ehaJ�l woven polyester mat. Rub ®raid membranes may prevent roofing as well as reroofing of existing r with have adequate slope and interior drains where required to For fire -rated roofs, roof slopes shall comply latest dabl latest AS Building Systems Cards and shall be as restricted UL- 790 /ASTM E -108 fire testire� mm ®ndattonsum slopes also comply with GAF's published 1.01 Ruberoid membranes have passed the following tests: 1) UL- 790 /ASTM I Clare A, 9, & C (see UL cards) 2) rdsT 2) Accelerated weathering 3000 hours ASTM G -26 No deterioration 3) Tensile Strength/Elongation ASTM D -412 Before weathering Machine Direction 243 lb /2" - 60% Cross Direction 161 lb /2" - 61% After Weathering Machine Direction 270 lb /2" - 781 Cross Direction 175 lb /2" - 72 •2- 231 P02 JHI 11 ' 94 08: ACCEPTANCE No.: APPROVED = EXPIRES i" '• amon• , P.E. roduct Control Division Supervisor 04 GHF r I rr+ .�n1 3E15- 633 -99 ?4 E1 ELEP 4 Water Vapor Transmission ASTM E..96 Ruberoid MB - Torch applied 0.215 0.1329 Mop Applied 5) Heat aging AgTM D -573, 2000 hrs. @. 70 C Tensile Strength /Elo Machine Direction Gross Direction Machine Direction Cross Direction 6) Wind Uplift Test ASTM E -330 7) F Mutual wind uplftdtests for metal and plywood 8) Factory Mutual Hail Damage Test 9) Dimensional Stability ASTM D -1204 Before Weathering Machine Direction Cross Direction Before Weathering Before Aging After Aging Machine Direction Cross Direction 231 P03 ACCEPTANCE No.: _ _9.1--' 4 APPROVED EXPIRES JHI 11 ' 9.4 08: 5 0.75 gms /hr /m g /hr /sq. m g /hr /sq. m 80 lbs /in, 35% 55 lbs /i.n, 35% 99 ibs /in, 24% 55 lbs /in, 23% passes 1-60 and 1 -90 Passes 0.4 0.4% 0.3% 0.3% 1-4,4:46 Gil Diamond, P.E. Product Control Division Supervisor 2 unr i 11 r• . V„ p, CnrDOrat ion._ 705-P::3-9974 B I ELER 2.03 ACCEPTANCE No.' _.,21.7.02,15-a-4-1 APPROVED EXPIRES 2.00 2.01 All installations must comply with the recommendations •f the manufacturer as descbed in their published litera:.uxe and referenced test reports. • I - 2.02 - This installation is approved without any height The concrete duck restriction for non- coastal a rate of 1 to 2 is primed with asphalt primer gallons per square. APP membranes are than directlyaforch applied to primed deck. In case of SBS membranes, base sheet is solidly hot mopped to primed deck with 2 at lbg side and 6" end laps. mtaatheibase then she @p iwwith l „ the rate of 25 per square side and 6" end laps. For coastal asses, the height Class 2 and 350 feet restriction Cla for Class 1, 550 feet for buildings. a) The heights shall be limited by types of construction as defined in the South Florida, Building Code. b) l This installation is limited to 550 feet above grade for non- coastal, not permissible : 231 PO4 JAN 11 '94 08: J5 C f 1 Diamr P• E. roduct Control Division Supervisor urir i i 4 n . .. 1 15- 637-9974 B 1 ELER c' w L „S�SR9ZBLSLn -- 2.04 Over Wood DeekaJ. The anchor sheet is fastened to the deck with 12 gage, annular ring -shank steel roofing nails with heads at least 3/8” in diameter. Nails must protrude 3/16" min. from the underside of-the deck and be spaced as set forth in Table 34 -D of the South Florida Building Code. The ections3403.4e(C) of Florida Building by Sect g Code. • ACCEPTANCE No. APPROVED EXPIRES •4,D •� Gafgla9 stratavent perforated baste insulation with 2" side and 6" end membrane is then hot mopped at the membrane uareSwithn4hosidepand 6" end per square Pis JAN 11 '94 O8:06 : 4 - __Jun® 3 c 1 Approved insulation boards are fdstenld7tost the fin etal deck at the rate of one fastener per with coined hexagonal galvanized�� 4 steel washers. ter sheet is laid ov laps. Ruberoid rate of Ruberoid rate of 25 lbs. Laps. c ) 11Pa_Tcard1.244211egilefilaillIg This installation is limited to 165 feet above grade for non - coastal, 60 feet a for CClass 31ccocoastal and not permissible for Class 2 and as buildings. Factory Mutual approved insulatiens boards are fastened to metal deck with Factory Mutual approve fasteners at the rate of one fastener per 2 9q. ft. Gafglas 15 base sheet with 2" side and 6" end laps is hot to with 3" base sheet side and laps J 4 ��:d 1L . . i.l. Diamond, P.E. Product Control Division Supervisor uMr 11 r∎ 3i= 15 - r,77 - 9974 B I ELEk — ;r�ratiolL� 231 P06 ACCEPTANCE No-= APPROVED EXPIRES Ji=if 1 11 '94 08:0.; Insulation, base sheet and Ruberoid membranes shall the i installed as described in Section s and grade limited installation is limited 60 feet buildings grade for no AuiBuilding coastal and 1 coastal by e of construction ruction asp defined in the South Florida Y t YP Code ' r fire rated roofs, the Ruberoid membranes shall be surfaced with 400 lbs. square Fo uare of gravel embedded in fl9Od coat of hot roofing asphalt or coated with Karnak No. fibrated aluminum asphalt roof coating or Grundy Industries 20F emulsion coating applied at a rate Specified in U.L. fire tests. This applies to both smooth a nd gravel surfaced APP and SBS membranes. smooth surfaced Ruberoid membranes For riannes may �.ra rbeecoatedswith GAF's fibered aluminum or f 1 Loathe 2Coallonslpernsquare. Granule at a rate 9f membrane to 1 1//Z q need not be coated. performed only by a licensed roofing contract° , 3.00 acceptable to .A.F• roots, 4.00 Ruberoid membranes can ais�sb andxallibli.eter ®du l p a the provided all loose gravel areas are repair ®membranecassd scribed above. The entire roof covered with this use of this membrane over other roofs Section be accordance with approval by the Product Contr ol Section 3401.9 South Florida Building Code. d by two duplicate sets of sh drawing, approved for roofing permit must be accompanie 5.00 APP a zoned by the architect op project ect engineer, along with the manufacturer's sp cifiC and standard details. single requirement up p to 5,000 sq. tt. single family residentials jobs up to 5, 000 sq . ft. in area. 6.00 This revision supersedes Notice of Acceptance 091- 0215.4 dated March 11, 1991. Gil Diamond, P.E. Product Control Division Supervisor • • :o5- 6?.^ -'R 7 4 F 1 EL ER • METROPOLITAN DADS COUNTY, FLORIDA : • : METRO-DADE ►► • : :.►:i► •.• 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. 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 change in Code provisions shall be grounds for re-evaluation, 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dada County, Florida, and followed by the expiration date may be displayed in advertising literature. • If any portion of the Notice of Acceptance is displayed, then it shall be done•in its entirety. 6. Product approval drawings, .where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not be re sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. 231 P07 JAN 11 '94 00:07 METRO.DADE CENTER BUILDING 1 WRING DEPARTMENT SUITE 1010 111 N.W. tat STREET MIAMI, FLORIDA 331E0.1074 (305) 375 -2612 Gil Diamond, Product Control Supervisor Metropolitan Dade County Building & Zoning Department MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done STATE OF FLORIDA COUNTY OF DADE. }SS. A 7 Disapproved Date Remarks (Signed) Ailtut 37i/ Permit No. cl © ( - 2? !7Z Date Read, Sworn to and Subscribed before me. State P P ing 6 (submit samples) to work to be done and ur ose of uil i b fl ors state exterior colors (sub i—� 4/7) - 7/1 1 (. A te, and for no other purpose. New Building Remodeling Addition Repairs No of ` �� To be constructed of Kind ,of foundation Roof Covering (YV�� d';/0.� Estimated Total cost of improvements 5 2" D 7 0CI Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcAntractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true. Notary Public. State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. by trade for the afal of the herein described. Os application and all provisions Of the IA , Ming Division of Ihilmni Shores ahaJl must be kept at buiMW,g during ES VILLAiOE BUI G 1 P1TIQN DEPARTMENT, APPLICATION O`I " DINC3 PERMIT M1'AM1 +��F �11�11 . t f t ;., .... . .... :1 ... ... I this bu dding �� d. ;, .... ltc+cb, certify that .ke uaderstandt asaccepts his obligations' aka et ployir Voigirmeetionspeusatiem Act,ibeiag, Section 5006. Crompiled Cared ;Law .1 Florida. Pennanent SuppI orient. thereof and''` iftrequire sunder compliance from all contt+actors or sub- contractors em t yr d rare is pefm , will pest or cause to be post fete impact • • !: the site of the I y n� the Act The apnea to employ 'Poly such ea , to ul>tir' notice T hum Shores >M'�' this duly Win says that h e is the _.to Ent well !Mown. that 'kitbag cendully mod the feseitoing application, and that he did sign the suite. ttad that ant facts Dote ._..".. mod. r Or cuff d the plates and specifications herewith submitted for the build, and conformity with the Building Ordinance of ' Miami rlda� all ordinances of !Miami Shores Village and all rules and with, wbeth h qn specified or not. A copy of approved MM•I "r. ,w.1., H•• ■■••• MII" li I f4- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address ... r� f Registered Architect and /or ngineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block ss Subdivision Street and Number where work is to be done % Id uilding Inspe MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT No �� ,e?+. (O Street.. 0.: ..9 9 State work to be done and purpose of building (by floors) New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundatie Roof Covering v'' Estimated Total cost of improvements $ i7 ' Amount of Permit $ Zone cubage required .Plan Cubage Distance to next nearest building.___ Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcont ctors, on work to, be performed under this permit, as are licensed by Miami Shores Village. y Remarks (Signed) � - � - and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No / 2 - Date O ( — ,$ Read, Sworn to and Subscribed before me. Disapproved a,/// ` Date Notary Public, State of Florida (Signed) My Commis s Expires NNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date _aZ'_G i___` 2nd,, , 1 2i ___ Owner's Name and Address John W, Rollins No 26 0 Street NE. 99th St, Registered Architect and /or Engineer Giffen Industries, Inc., P.O. Box 6331, Coral Gables Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 260 N. E. 99th Street, Miami Shores State work to be done and purpose of building'( by floors - Z_ais .dance Permit No Date Read, Sworn to and Subscribed before Disapproved Date (Signed) Building Inspector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Notary Public, State of Florida and for no other purpose. New Building Remodeling____ Addition Repairs roof No. of Stories t WO To be constructed of Kind of foundation Roof Covering___ Old___CL1.b$n Tile & Estimated Total cost of improvements $ $12 Amount of Permit $ £4.0.0 Gravel 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 Giffen___.Indu.str_ies_,____Ine_._ Q.____ ox ___6331Gs�relGa�k21s� Fla... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) GIFFEN INAUSTRIES, INC. STATE OF FLORIDA, °" / �� COUNTY 'OP DADE. ss' r , • unt a r, Vice Pre s . Before me, the undersigned authority, a notary public, duly authorized to ad i ' ister oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construc -ion, that he has carefully read the foregoing application, and that he did sign h ache, and that All facts therein by him stated are true./ M Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ❑ DATE S-' t ELECTRICAL ❑ PERMIT ♦ i PLUMBING ❑ N? 91"1 2 Contractor's 2 i r_ License No ROOFING !i Owner of Building Ar .iitect Contractor or Builder Legal Description Address of Building Lot ❑ Work to be performed under this Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE. FLORIDA Bi. Subdi- vision r- • Sq. Ft Value of Project $ Amt. of t Permit $ et BY AUTHORITY 1954_ BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot MIAMI SHORES VILLAGE, FLORIDA ❑ DATE i i' 04. J -, 195 ❑ PERMIT N? 13949 Contractor's ❑ License No 2re Work to be performed under this Permit CONTRASTOB OR BUILDER Z BI. Subdi- vision yr" Value of 2. r G Amt. of , ‘ 1 ,t t Project $ y 1 1 __._.•- Permit $ "d +,w r kire This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the .work covered hereby whether shown on the plans or • gs or in the statements or specifications and tharhe assumes responsibility for work done by his agents, servants or employees. ...,« S ' ned i F BY At��1 3i,l j.. •-.I•s. j ECTOR In consideration of the issuance to me of this permit I a ree to erform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and is strict conformity with the plans, drawin tements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done y either, myself, my agent, servant or employee. AUTHORITY Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address.JOhY] W, Rollins Registered Architect and /or Engineer Name and address of licensed contractor Giffen Industries, Inc P,O,Box 6331, Coral Gables Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 260 N. E. 99th St. Miami Shores State work to be done and purpose of building (by floors) Aerxoo ing New Building APPLICATION FOR MIAMI SHORES VILLAGE BLDG. PERMIT Kind of foundation Roof Covering___ the Estimated Total cost of improvements $ 391. Amount of Permit $ 5.00 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to P, 0, Box 6331,. Coral c ables Fla, The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ]public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this To be constructed of permit, as are licensed by Miami Shores Village. • IES INC. Remarks____ (Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Disapproved Date (Signed) Chairman Member Member Council Approved Date Building Inspector NOTE: A charge of $1.00 will be made for making the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date 1 1/19 , 19 52 No 260 NE Street 99th and for no other purpose. Remodeling Addition Repairs No. of Stories 1 R. K. ' HO • SON, C t Y. & TREAS. to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Disapproved Date corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty BUILDING ❑ ELECTRICAL ❑ PERMIT N? 11158 PLUMBING ❑ ROOFING to be performed under this Permit Owner of ^' Building - J t/ �F • Architect Contractor or Builder Legal Description Address of Building kC'TC1R OR B U DER MIAMI SHORES VILLAGE, FLORIDA ,0,. ,....e...........0,...„. --e... _ // , .„ ,,,, B l. This pe rmit is g contract construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may. have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such. ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or p the statements or pecifications and that he assumes responsibility for work done by his agents, servants or employees. Signed • granted of or uilder named U above to Subdi- vision Value of Project $ INSPECTOR DATF. — - 195 Contractor's License No BY Amt. of Permit $ In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.