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Home My WebLink AboutSUBMITTED PAPERSz Office Use Only I Master # I I Permit # 1 71Gn-1 — n St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34952-5652 Tel. 561-462-1553 APPLICATION FOR ROOF PERT%M SEE PAGE 2 FOR INSTRUCTIONS 1. Location/Site Address: y/QO / Q -20, /� SCANNED St. Lucie County i 2. Parcel ID Number:/1/2,3SO 2 2 ,? SO 2- a O G U !i n v -1,e Z Office Use Only Section TownshipI R ap Page Zoning Land Use Initials 3. Description of Project or Work Activity: —ro dIr 4. Total Roof Area (square feet): Roof Pitch /alp L//GN1ard �� 5. Type of Roof: Fiberglass Shingle [ ] Barrel/Tile Ceramic 11� Wood Shake Shingle [ j Tar & Gravel ] Other (specifya 6. Owner Information Name: �rec��,c `o e. Address: A/ /� ^ /� City:Al (� t �Z r /-( State: Phone: Zip: 8. Value of Construction: S O 7. Contractor Information FL Reg/Cert #: rnLva SSS 7 County Cert#: Business Name:�� S Fees Due:410;5Qil Receipt # OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work Nvill be done in compliance with all applicable laws regulating construction and zoning. C t _ PRINT QUALIFIERS/OWNS S NAME SIGNATURE OF QUALIFIEWOWNER STATE OF FLORIDA, COUNTY OF `J ,, ACKNOWLEDGED BEFORE ME THIS /) D Y OF e- 206 WHO IS PERSONALLY TO ME OR WHO HAS PRODUCED-0-0— AS IDENTIFICATION. *SIGOF NOTA Y TYPE OR kM (seal) Kodry Niblic, State of Florlda TITLE: NOTARY PUBLIC COMMISVp(yilp AML Od. 5. 2007 Comm. No. DO 255 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY REST IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C. HEAT REPLACEMENT WITH CONTRACT UNDER $5,000. St. Lucie County Roof Permit Application FLA 1971 LAWS FS 713.13 Aw)RESS: B ",DING PERMIT #: i SEa11IVOLE Fp Rd1 aUe i ---tt ZZ x'NOTICE OF COMMENCEMENT I ✓ 5a;%--evoI -(P'R$PARE IN DUPLICATE) State Of Florida } County of The undersigned hereby informs all concerned that improvements will be made to terrain real property, and in accordance wiih Section 713.13 of the Florida Statues, the following information is stated in this NOTICE OF CONIMEN CEMENT. Legal description of property (include Street Address, if available) Ua r .._... U ts...C.rt......�(.Lf........ i/ F......................................................... X.2Q. ..4....11w. / .,S.v. :�.n ................... General description of improvements ................................... .............................. .r,................ Owne �Irtr'�? SLtr�h. f�. Al ...........� ..... .` U......... ........... Address . .��... N. �.'.. � �� ... . . .................... Owner's interest in site of the improvement ....... _ _ _ _ ........ Fee Simple Title holder (if other than owner) ............ ""' ....................................... Name i Address.............................. .... ' ......... ..... EDIM1 Vero Beach Roofing Inc SAINT M,FRY, U CLERK OF THE CIRCUIT COURT � Contractor 1 SAINT LUCIE COUNTY ' fh W FILE # 2633607 05262005 a111'54 Aryl .....�� i�t°' �Ve�••g�•e��tl•(�. ... ... OR BOOK 2254 PAGE 2006-200- t T ... Address ....... .... ... Vero'Beach; TL'82'962 • • • RECORDING: $10.00 ype: NC /� q pry ! Surery(ir any).............(7.7.2)..7.70r3782................. i Address .............. ........ .. � i ........................................... Amount of Bond $............ Any parson makings loan for the construction of theimprovemen[s: Name Address: i .......... ...... .... Person within the State of Florida designated by owner upon whom notices or other documents may he served: Name .... ........................... Address In addition to himself, owner designates the following person to receive a copy of the ....... Notice as provided in Section 713I3(1)(II ), Florida Statues. Fill in at Owner's option). '.' 1 Name....................................................................... Address .......................................... ......... THIS SPACE FOR RECORDER'S USE ONLY i i '•"fir 0 er CRAIG R. hEWRG Sworn and subpfibd b fore me thi �/� Notary Public, State at Florida S.. • y 6e • 1.!! ? ............ My camel. QXX Oct. 5, 2007 dA Cm. NO- DI) 255514 '" y� I ot omuhlic ! ___-______________________ _________________________________ 5 Building Code Compliance Division Fee Receipt 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1168 Date: 28 July 2005 Job Address: 4100 A 1 A, # PROJECT Received By: sertn nob Paid with: CK Paid By: V' RO BEACH ROFING Receipt #: 0000022139 Permit Number: SLC- 0509-1069 Amount: $1,627.00 Credit Card Number Check Number. 2646 Sign: Date: REPORT IN -PROGRESS ROOF INSPECTION September 27, 2005 ACRC #: 05-0402 Pages: 1- 2 Report Prepared For: Project Name: Treasure Cove St. Lucie County Building Dept. 121 SW Port St. Lucie Blvd Address: 4100 North AIA, Bldg 2 Port St. Lucie, Florida 34984 City / State: N. Hutchinson Island, Florida FRF_CE]TESTING LABORATORY UN 2 0 Atlantic & Caribbean Roof Consulting TESTING & ENGINEERING SERVICES 10738 NW 53" ST. FORT LAUDERDALE, FLORIDA 33351 PHONE: (954) 742-9515 FAX: (954) 742-9513 EMAIL: esa=60bellsouth.net APPROVED LABORATORY ENGINEER DONALD J. FLOOP P.E. VICE PRESIDENT -.ENGINEERING r MIAMI-DADE TESTING LABORATORY CERTIFICATION #03-0619.02 FLORIDA ENGINEERING FIRM CERTIFICATE OF AUTHORIZATION #9036 �1 ATLANTIC & CARIBBEAN ROOF CONSULTING A Cc TESTING At ENGINEERING SERVICES `J IN -PROGRESS ROOF INSPECTION ACRC #: 05-0402 Page: 2 Permit #: 05071069 Inspection Date: September 27, 2005 Permit Dept: St. Lucie County Inspected By: David Espinoza Code: Florida Building Code Deck Type: Concrete —Low Slope Wood - Mansard Roof System: Low Slope — BUR Modified Mansard — Clay Tile Type of Inspection: In -progress Observations: 1. Thirty (30) lb felt and tin tag in progress. 2. Installation of elastoflex SAP in progress on mansard. Conclusions: All work appears to be satisfactory and appears to comply with manufacturer's specifications and the Florida Building Code. 05-0402 In Progress Roof Inspection Bldg 2. 9-27-05 REPORT FINAL ROOF INSPECTION Date: April 5, 2006 ACRC #: 05-0402 Pages: 1- 2 Report Prepared For: St. Lucie County Building Dept. 121 SW Port St. Lucie Blvd Port St. Lucie, Florida 34984 Project Name: Treasure Cove Address: lOtt 0 North A11AA,_B1dg2 • , City / State: N. Hutchinson Island, Florida RECEIVED TESTING LABORATORY JUN 2 6 2006 BY: ACRC Atlantic & Caribbean Roof Consulting TESTING & ENGINEERING SERVICES 10738 NW 53RD ST. FORT LAUDERDALE, FLORIDA 33351 PHONE: (954) 742-9515 FAX: (954) 742-9513 EMAIL: esacrc(i,bellsouth.net APPROVED LABORATORY ENGINEER DONALD J..Fg;OQOD,LP.E: J' _•4 VICE PRESIDENT- ENGANEERINti I r 17 MIAMI-DARE TESTING LABORATORY CERTIFICATION #03-0619.02 FLORIDA ENGINEERING FIRM CERTIFICATE OF AUTHORIZATION #9036 i. • ATLANTIC & CARIBBEAN ROOF CONSULTING ACRC TESTING & ENGINEERING SERVICES FINAL ROOF INSPECTION ACRC #: 05-0402 Page: 2 Permit #: 05071069 Inspection Date: April 5, 2006 Permit Dept: St. Lucie County Inspected By: Jim Sipes Code: Florida Roofing Code 2004 Deck Type: Concrete — Low Slope Wood - Mansard Roof System: Low Slope — BUR Modified Mansard — Clay Tile Type of Inspection: Final Observations: Conclusions: All levels of the building were walked today by ACRC. All cap sheet, all flashing, all the metal coping and all tile work were complete at this time. All penetrations were properly flashed. All roof systems on the building listed above appeared to be complete and installed according to permit documents. A photographic log is on file. n//28/X15un lb:0b 1(25640894 VEROBEACHROOFING PAGE 01 Vero Beach Roofing VEBQd 835 10 Ave. SW �H Vero Beach, Florida 329G. facsimile transmittal To: Debbie Fax: 772 462 2522 From: Craig Newberg Date: July 28, 2005 Re: Pages: 2 CC: File ❑ Urgent ❑ For Revisw ❑ Please Commend ❑Please Reply ❑ Please fiecycle Please attach thick tartothefolbwingpermltffs SLC 0507-1069 SLC 0507-1068 Tremum Cove 02 and 93 Thank you Craig (772)770-3782 FAX (772) 564-U894 07/28/2005 16:05 7725640894 VEROBEACHROOFING PAGE 02 Ju.-?.O o5 oB:1Ra F'.,riTIC 6 CRRIBRESM ROOF 954-�'" ';9St� M•'- Atlantic &Caribbean Roof Consulting, LLC IMSTL.NG A ENGINEERING S):9v9CF,5 AC RC .„ UAnY. 3'f:liC WDCII[4TORY M-M19" FI- CERT. OF ALML tHb34 �✓ OS"C 7 • A 4 June 17. 2005 Vero BeachRoofng 83,5 10"' Street S W Vero peach- Florida 32g62 To whom It May Concern: -� I, , _ > CI , ��'t'L, RE: Trmsure Cove Dunes Cordoutiniunts 410O N_ AI'A North Hutchinson Island, Florida P.r. requested, Atlantic & Caribbean Roof Consulting (ACRC) will conduct on site inspections of the roofing work on the flat aad sloped roofamas at the above referenced property. All inspection reports will he sighed and scald by a Florida Registered Engineer. ACRC'. will conduct tie, tag, in -progress mid final inspe.tions on fn,>: bldgs. RaspeCtt'ully SubminJ� ` ^-\...' Eric Smause, XRO President / Senior Roof Consultant 10739 NW 53'4 Shed • &.ranee, Florida 33351 • (954) 742-V 15 Phone - (9S4) 742.9513 Fax. Fra>ai1: c cLne'y� Gl x� ,,t� nra • ^¢. cllsvuUt na[ June 9, 2006 To: St. Lucie County Building Department Owner: Treasure Cove Condominiums Address: 4100 N. Hwy. AIA, Bldg. 1, 2, 3, & 4 Re: (A) Mansaard Tile Replacement (B) Flat Roof Replacement Wind Speed: 140 Expos: C Ht. 38 I=1.0, 1.P.0 =0.18, Cat 2 (A) Type of Roof: Mansard 10/12 pitch Material: Spanish "S" clay tile Manufacturer: Santa Fe Tile Corp. NOA: 64-0420.03 Expir.02/01/06 Code Required Design Pressure: Zone 2: +48.2/-52.6 Zone 3: +48.2/-61.4 Note: Use Zone 3 for entire length Existing Construction: Remove roofing to existing plywood and replace any rotten plywood with 19/32" CDX sheets horizontal. Renail all with I Od G.1 ring shank nails @ 6" o/c edges and field. Underlayment: 1— ASTM 30# felt — Gil. Roofing nails with tin tabs 6" o/c at laps and 12" o/c field. Peal and stick direct to 30# felt, applied horizontally with 6" laps. Extend overtop. Roof Tile: Santa Fe Tile Corp. high profile Spanish "S" clay roof tile. Fasteners: Use 2 - #8 stainless steel screws. Screws to have'/<" min. penetration through wood. Adhesive: In addition, use Dow Tile Bond Roof Tile Adhesive. Locate pattys in accordance with high profile detail #3 data with min. patty weight of 22 grams per tile for headance, 11.0 grams per tile for nose. Follow Dow Chemical "Operating Instruction and Maintenance Booklet" E CTY �0"1- IGY.o�'j •� nr FILE B R'{/IEwFnNON THESE PLANS MNU ALL PROPOSED wuhi, ARE SUBJECT TO ANY CORRECTION'S F:l l: ifi;yM BY FIELD INSPECTORS TRAT lH ORDER TO :. C w;.i L� 'Pii si :r,. _.. _. ;E CODES. FOR C Ri 1 NCE _REVIEWED B DATE P NS Amu PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE (B) Type of Roof: Flat — Concrete slab. Existing Construction: Remove existing roofing to concrete slab. Required Design Load: Zone 1 — 51.2 psf, Zone 2 — 85.9 psf, Zone 3 —129.1 psf. Maximum Allowable Design Pressure: _ -305 psf. New Roofing: Use J.M. SBS Modified Bitumen System over concrete deck per Dade County NOA #01-0524.02 Expires 07/19/06. Maximum Design Pressure = -305 psf. Insulation: After deck dyness test, prime deck kwit h ASTM D41 primer. -2" I.S.O./1/4" taper system set in hot asphalt 20 — 40 # per square. Ply Sheet: 1 ply Dyna Base in approved asphalt at rate of 20 — 40# per sq. Membrane: 1 ply Dynalastic 180 in approved asphalt at rate of 20 — 40 # per sq. Very truly yours arve E. /Oehnen, P.E. Attachments: 1. NOA Santa Fe Tile 2. Dow Tile Bond Roof Adhesive 3. Date County NOA #01-0524.02 p.26-29 inc. Florida Building Code Online rage r ui DEPARTMENT OF Community Affairs WF iW'S t"� 3r 711 ,+ t5pa ;�.Fa S .'. " 1 1 I I I J Product Type-Detalil r Overview , r, r Product Search Organization Search Application y User: Public User -Not Associated with Organization - Need Help_? Application #: FL2019 Date Submitted: 03109/2004 Code Version: 2001 Product Manufacturer: Santafe Tile Corp Address/Phone/email: 8825 NW 95 Street Medley, FL 33178 (305) 885-9002 Technical Representative: Arturo Posada Technical Representative Address/Phone/email: 8825 NW 95 Street Medley, FL 33178 arturosantafe@aol.com Quality Assurance Representative: Arturo Posada Quality Assurance Representative 8825 NW 95 Street Address/Phone/email: Medley, FL 33178 (305) 885-9002 aTWosantafe@aol.com Category: Roofing Subcategory: Roofing Tiles Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year ASTM C1167 1996 TAS 110 2000 TAS 110 2000 Certification Agency: Quality Assurance Entity: Validation Entity: Miami -Dade BCCO - CER http://www.floridabuilding.org/pr/Pr_detl.asp?IPT=2019&RV=O&fin=ROSreh 5/17/2005 M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE(NON The Dow Chemical Company 2050 N. Broadway Crest Hill, IL 60435 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUTfE1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Cade and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Tile Bond -Roof Tile Adhesive RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga RRC NOA No.: 01-1011.01 Expiration Date: 08/23/06 Approval Date: 12/27/01 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: 07320 Roof Tile Adhesive Material: Polyurethane 1.SCOPE This approves TILE BOND as manufactured by The Dow Chemical Company, as 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 applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS127, using TILE -BOND, and where the attachment calculations shall be done as an uplift based system. 2. PRODUCT DESCRIPTION Product Manufactured by Description Applicant Dimensions Tile -Bond Factory premixed canisters Single component polyurethane foam roof tile adhesive 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of TILE -BOND roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test Results ASTM D 1622 1.91 lbs./ft.3 ASTM D 1621 10 PSI @ 10% deflection ASTM D 1623 17.0 Ibf @ 180°F, 65% RH for 90 days, concrete to concrete ASTM D 2842 3.96% absorbed by Volume ASTM E 96 2.67Perm / Inch 1% Volume Change @-400C., 2 weeks ASTM D 2126 1.0 10.44% Volume Change @70°C., 97% Humidity, 2 weeks 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 TILE BOND shall solely be used with flat, low, medium, and high tile profiles. 3.3 Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. NOA No.: 01-1011.01 Expiration Date: 08/23/06 Approval Date: 12/27/01 -� Page 2 of 7 3.4 Roof Tile manufactures acquiring acceptance for the use of TILE -BOND roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. F_(zl_w 11 /MS 4. INSTALLATION f the assembly having a current NOA that lists uplift 4.1 TILE BOND may used with any roo resistance values with the use of TILE BOND. 4.2 TILE BOND shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BOND shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA 4.3 TILE -BOND roof file adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained'Qualifhed Applicator' approved and licensed by The Dow Chemical Company. 4.5 Pressure treated wood filler block shall be required on all cave course of all tile profiles, except on two piece barrel tile 4.6 Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND has been dispensed. 4.7 TILE BOND placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each_generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Placement Minimum patty Profile Detail Weight per the rams Flat/Low Profile #1 11.1 Medium Profile #2 11.0 Hiah Profile ( Head) 22.0 #3 >> n Piece Barrel #4 5. LABELING all comply with the Standard Conditions listed herein. All TILE BOND containers sh 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable building code in order to properly evaluate the installation of this system NOA No.: 01-1011.01 Expiration Date:08/23/06 a Approval Date: 12/27/01 Page 3 of 7 ADHESIVEPLACE NT DETAIL LOW (FLAT) PROFILE DETAIL #1 NOA No.: 01-1011.01 Expiration Date: 08/23/06 Approval Date:12/27/01 0 Page 4 of 7 MEDIUM PROFILE DETAIL #2 NOA No.: 01-1011.01 Expiration Date: 0823/06 Approval Date:12/27/01 Page 5 of 7 HIGH PROFILE DETAIL #3 NOA No.: 01-1011.01 Expiration Date: 08/23/06 Approval Date: 12/27/01 Page 6 of 7 BARREL PROFILE DETAIL #4 END OF THIS ACCEPTANCE NOA No.: 01-1011.01 Expiration Date: 08/23/06 Approval Date:12/27/01 Page 7 of 7 A. DRAWINGS: NONE B. TESTS: Test Agency Test Identifier Test Name/Beport Date Center for Applied 25-7512-1 Miami Dade Protocol PA O1/25/96 Engineering Center for Applied 25-7512-2 101 ❑ Miami Dade Protocol PA O1/25/96 Engineering Center for Applied 25-7512-3 Miami Dade Protocol PA 01/25/96 Engineering 101 ❑ Center for Applied 25-77512-4 Miami DadeePr❑otocol PA O1/25/96 Engineering Center for Applied 25-7781 Physical Testing 11/7/96 Engineering Center for Applied 257794-2 SSTD 11-93 10/3/96 Engineering South Research Institute 01.8366-014 ASTM E108-95a February 1997 Walker Engineering, N/A Evaluation of Test on a Two- 12/16/97 Inc. pad System Celotex Corp. Testing 520111-1 Miami Dade Protocol PA 12/28/98 Services Celotex Corp. Testing 520111-2 e 10 Miami Dade Protocol PA 12/28/98 e 10 Services Celotex Corp. Testing 520111-3 Miami Dade Protocol PA 12/28/98 Services Celotex Corp. Testing 520111-4 e Miami Dade Protocol PA 10 12l28/98 Services Celotex Corp. Testing 520111-7 e Miami Dade Protocol PA 12/28/98 Services Celotex Corp. Testing 520111-8 Miami Dade Protocol PA 12/28/98 101 ❑ Services Celotex Corp. Testing 52011 I-12 Miami Dade Protocol PA 12/28/98 Services Celotex Corp. Testing 520135-3 e Miami Dade Protocol PA 2/1/99 Services 520135-4 Miami Dade Protocol PA 2/1/99 Celotex Corp. Testing Services Celotex Corp. Testing 520135-5 Miami Dade Protocol PA 2/1199 Services C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Test on a Two -pad System. Dated 12/16/97 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE 10 Johns Manville Two Ply Hot Mopped Modified Bitumen Mineral Surfaced Roofing System. For use over Johns Manville (JM) insulation, approved decks, or other approved insulations on inclines up to 3" per foot (250 mm/m). For Regions 1, 2 and 3 Materials per 100 sq. ft. (9.3 tn) of Roof Area Primer (if required): JM Concrete Primer 1 gallon (3.8 liters) Base Felts: DynaBase, DynaPly, DynaLastic 180 S, GlasBase Plus, GlasPly Premier, GlasPly IV or PermaPly 28 1 layer Cap: 2CID—DynaPly or DynaKap 2FID—DynaGlas, DynaGlas FIR or DynaGlas 30 FR• 2PID—DynaLastic 180, DynaLastic 180 FR, DynaLastic 250 or DynaLastic 250 FIR 1 layer `DynaGlas30 FIR must be used in conjunction with DynaBase, DynaLastic 180 S or DynaPly only. Asphalt (Refer to Para. 7A.8): Trumbull or other JM Approved Asphalt Incline per foot Asphalt Total Weight up to 1k' 190°F, Type III, Steep 46 Iles. (21 kg) Woo 3' 220°F, Type IV, Special Steep 461bs. (21 kg) Approximate installed weight: 145 - 255 lbs. (66 - 116 kgl. General This specification is for use over any type of approved structural deck which is not nailahle and which provides a suitable surface to receive the roof. Poured and pre -cast concrete decks require priming with JM Concrete Primer prior to application of hot asphalt This specification is also for use over JM roof insulations, or other approved roof insulations which are not nailahle and which provide a suitable surface to receive the roof. Specific written approval is required for any roof insulation that is not supplied by JM. Insulation should be installed in accordance with the appropriate JM Insulation Specification detailed in the JM Commercial/ Industrial Roofing Systems Manual. This specification can also be used in certain reroofing situations. Referto the "Reroofing" section of the JM Commercial/Industrial Roofing Systems Manual. This specification is nettle be used directly over gypsum, either poured or pre -cast, or lightweight, insulating concrete decks or fills. Design and installation of the deck and/or roof substrate must result in the roof draining freely, to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not he eligible for a JM Roofing System Guarantee. Note: All general instructions contained in the currentJM CommerciaV Industrial Roofing Systems Manual shall be considered part of this speci- fication. Flashings Flashing details can be found in the "Bituminous Rashings" section of the JM Commercial/Industrial Roofing Systems Manual. Application On roof decks with slopes up to per foot (41.6 mm/m), the roofing felts and modified bitumen sheets may be installed either perpendicular or parallel to the roof incline. Specification 2CID/2FID/2PID Non.N.H.W. Deck appease,apdPly, or Approved lnsul.h.. Dynatasdc 18e S, GI.Aase Plus,—►4- End GlasPly Premier, GlasPly IV or I Lap concrete Primer Perma Ply 28 (It Required) Asphalt Asphalt 6 Approved JM SBS Cap Sheet C Lap 4 End Lap . r 16-far2P D) .I 4-- i ♦ ± � I I � I End Laps r: TIaP 7'Apart lMin.l 1. 2CID/2FID/2PID Roll an 1T (457 mm) wide piece of one of the base felts listed into a full mopping of asphalt. The remaining felts are to be applied full width, in the same manner, with T (76 mm) side and 4' (102 mm) end laps over the preceding sheets. Apply a full width piece of one of the cap sheets listed into a full mopping of asphalt. Subsequent sheets are to be applied in the same manner, with 4' (102 mm) side and end laps over the preceding sheets (6° [152 mml end laps for DynaLastic products). Apply all felts so thatthey are firmly and uniformly set, without voids, into the hot asphalt Asphalt temperature should be at the Equiviscous Temperature (EVT), ±25°F (±14°C), at the point of application. All felt edges shall be well sealed. The asphalt shall be applied just before the felt, at a nominal rate of 23lbs. per square (1.1 kg/m'). When applying over insulations, more than 23 lbs. per square (1.1 kg/m') of asphalt may he needed due to the absorbency of the insulation. For modified bitumen sheets, the asphalt temperature shall be at a minimum of 400°F (204°C) when the sheet is set into it. This higher temperature maximizes the bonding of the modified bitumen sheet. Note: When using metric and English sized base and cap sheets in the same system, care must be taken to avoid lap over lap configurations. Base sheets and cap sheets with polyester reinforcement must he allowed to relax in an unrolled position prior to installation. For cold weather application techniques, refer to Paragraph 7A.24 Steep Slope Requirements Special procedures are required on inclines over'',T perfoot (41.6 mm/m). Refer to Paragraph 7A.21. Surfacing No additional surfacing is required. Asphalt Asphalt should meet the requirements of ASTM D 312, JM Guarantees require the use of Trumbull asphalt or another JM Approved Asphalt For an identical copy of this specification, ask for RS-4203. 7-26 1/43 Johns Manville Description DynaLastic 180 is a polyester reinforced SBS modified bitumen sheet. It incorporates the features of a tough, 180 g/m' non -woven polyester mat that is saturated and coated with a blend of SBS (Styrene-Butadiene-Styrene) rubber and high quality asphalt. The elastomeric asphalt blend has full recovery properties after 100% elongation and lends elasticity and flexibility to the sheet. The poly- ester mat provides good tensile strength, toughness, puncture resistance and can accommodate stresses created by typical roof- top expansion and contraction forces. The covering layer of ceramic -coated roofing granules, available either in black or white, provides durability along with superior resistance to damage from foot traffic. In addition, the white granules offer improved heat reflectivity and resistance to temperature stress. Use DynaLastic 180 is designed for use as a quality modified bitumen sheet in multiple ply roofing systems. It is ideal for low slope applications (inclines up to Y," per foot (41.6 mm/m]), and is recom- mended for this application with Types III and IV asphalt. For slopes from Y, to 3"per foot (41.6 to 250 mm/m), only Type IV asphalt is recommended. Because of its excellent weatherability, durability and handling characteristics, DynaLastic 180 may be used both as a modified bitumen cap sheet or as a flashing materi- al. However, we require using DynaFlexe for flashing applications in many specifications. DynaLastic 180 may also be installed in JM MBR4 Cold Application Adhesive. This product is not to be installed using heat -welding application techniques. Typical Physical Properties` Material meets or exceeds the criteria for ASTM D 6164, Type I, Grade G. Thickness..............................................................0.150 inches (3.8 mm) Tensile Strength @ 0°F (-1B°C) Machine Direction .................. 100lbs. force/in. width (17.5 kN/m) Cross Machine Direction ........ 80lbs. force/in. width (14.0 kN/m) Elongation @ 0°F (-18°C) MachineDirection........................................................................35% Cross Machine Direction............................................................35% Tensile -Tear Machine Direction ........................................ 100 lbs./in. (17.5 kN/m) Cross Machine Direction ............. ................... 80lbsJin. (14.0 kN/m) Low Temperature Flexibility ........................................... ....: 10°F (-23°C) Dimensional Stability Machine Direction........................................................0.70% change Cross Machine Direction............................................0.60% change • Material tested in accordance with ASTM D 5147 Standard Test Method for Sampling and Testing Modified Bituminous Sheet Materials. DynaLastic' 180 Advantages • The polyester mat provides excellent puncture and tear resistance • The elongation and recovery properties of the SBS blend allow the product to easily accommodate the continual expansion and contraction strains experienced on all roofs • The product's flexibility and dimensional stability provide ease of handling, resulting in quick installations Sizes Roll size........................................................................ 1 square (9.29 m') Roll weight......................................................................101 Ibs (45.8 kg) Rolllength............................................................................ 32' 10' (10 m) Rollwidth.................................................................................. 39%' 0 m) Ceramic Granules SBS Modified Asphalt Polvester Mat SBS Motlifietl Asphalt I Non -Blocking Surfacing Refer to the Material Safety Data Sheet and Product Label prior to using this product. For an identical copy of this data sheet ask for RS-4106. 3-30 1437 Johns Manville Description DynaBase is a modified bitumen sheet incorporating the features of a medium weight fiberglass mat with a blend of SBS (Styrene- Butadiene-Styrene) rubber and high quality asphalt. This elastomer- ic asphaltic blend has full recovery properties after 100% elongation and lends elasticity and flexibility to the sheet. The inorganic fiber glass reinforcing provides high tensile strength, dimensional stability and tear resistance. DynaBase is designed for use in roofing systems where two or more plies of modified bitumen are desired. Use DynaBase is used in multiple -ply modified bitumen membranes. It may be used as the base ply when installed over a JM Roofing Systems insulation. It may also be used as a base/ply sheet over insulated systems employing a traditional fiber glass ply felt or over nailable substrates with or without a standard fiber glass base felt, such as GlasBase. DynaBase may be installed in hot Type III or IV asphalt, or JM MBR Cold Application Adhesive. This product is not to be installed using heat -welding application techniques. Typical Physical Properties* Material meets or exceeds the criteria for ASTM D 6163, Type I, Grade S. Thickness......................................................................90 mils (2.2 mm) Tensile Strength @ 0°F (-18°C) Machine Direction ...................... 90 lbs. forcelin. width (15.8 kN/m) Cross Machine Direction .......... 70 Its. force/in. width (12.3 kN/m) Elongation @ 0°F (-18°C) Machine Direction........................................................................ 4.0% Cross Machine Direction.............................................................. 4.0% Tensile -Tear Machine Direction ........................................ 100lbsJin. (17.5 kN/m) Cross Machine Direction ................................ 90lbs./in. (15.8 kN/m) Low Temperature Flexibility .............................................. .10°F (-21°C) Dimensional Stability Machine Direction .. .............................. ...................... 0.20% change Cross Machine Direction ............................................ 0.20% change * Material tested in accordance with ASTM D 5147 Standard Test Methods for Sampling and Testing Modified Bituminous Sheet Materials. DynaBase° Advantages • The fiber glass mat provides excellent tensile strength and puncture resistance • The elongation and recovery properties allow the product to easily accommodate the continual expansion and contraction strains experienced on all roofs • The products flexibility and dimensional stability provide ease of handling, resulting in quick installations Sizes •r 90 lbs18 r r Refer to the Material Safety Data Sheet and Product Label prior to using this product. For an identical copy of this data sheet ask for RS-4111. 3-22 PRODUCT CONTROL NOTICE OF ACCEPTANCE Johns Manville Corp. 717 17 Street (P.O. Box 5108) Denver,CO 80217 MIANH-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 7603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: SBS Modified Bitumen Systems Over Concrete 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, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO 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. /�% /L ACCEPTANCE NO.: 01-0524.02 �/ "'+ EXPIRES: 07/19/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET. 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. APPROVED: 07AW2001 goo_0_4t4j" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office kW4500011pc2000Rtanp1at¢tlnotim acceptance m pagedot Internet mail address: postmaster@buildingcodeonline.com 0 Homepage: http://www.buildingeodeonline.com JOHNS MANVILLE CORPORATION Acceptance No.: 01-0524.02 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type D: Optional anchor/base sheet adhered with approved asphalt; one or more layers of insulation adhered with approved asphalt. All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Base Laver Tvue Detail No. Per Board toafty (See RAS 117) Approved Type(s): E'NRG'Y 2 Minimum: 1.5" x 4' x4' N/A N/A N/A N/A Insulation Fastener Fastening Fasteners Fastener Ton Laver (Optional) Type Detail No. Per Board Density (See RAS 117) Approved Type(s): E'NRG'Y 2 Minimum: 1.5" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Fesco Minimum: %" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Retro-Fit Minimum: '/z" x T x 4' N/A N/A NIA 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 20-40 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 polyisacyannrate side facing down. Base Sheet: (Optional) One ply of GlasPly Premier, GlasPly IV, PermaPly or GlasBase, fastened to the deck through the insulation as described below. Ply Sheet: One or more plies in any combination of DynaBase, GlasBase, GlasBase Plus, PermaPly No. 28, GlasPly Premier, GlasPly IV, DynaLastic ISOS or DynaPly adhered to the base sheet in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.. Membrane: One ply of DynaKap, DynaKap FR, DynaMax, DynaMax FR DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaLastic 250, DynaLastic 250 FR, Dynalastic ISO, Dynalastic 180 FR or DynaPly adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. or DynaWeld Cap FR heat welded (See application instructions for approve method of i Ilation). Page 21 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE CORPORATION Acceptance No.: 01-0524.02 Surfacing: (Optional) Install one of the following: I. 2-3 gallons TopGard A or B emulsion/sq. or 2 gallons aluminum coating/sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. Maximum Design Pressure: -305 psf (See General Limitation #9). Page 22 Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE CORPORATION AcceptanceNo.: 01-0524.02 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over, closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 pat 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 27516f. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall he increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation 117 will not be applicable.) Frank Zuloaga, RRC Roofing Product Control Examiner JOHNS MANVILLE CORPORATION Acceptance No.: 01-0524.02 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 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 grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 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 29. END OF THIS ACCEPTANCE Page 29 Frank Zuloaga, RRC Roofing Product Control Examiner