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RF-08-555Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -79426 Permit Number: RF-3-08-555 Scheduled Inspection Date: June 16, 2009 Inspector: Rodriguez, Jorge Owner: STOBS, CAROL Job Address: 815 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Contractor: CARRUTH ROOFING CO INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number (305)751 -1692 — Parcel Number 1132060340100 Phone: (305)759 -2005 Building Department Comments Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 15, 2009 Page 30 of 31 Lab Report No. 09- 060073 FLORIDA TEC Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 815 NE 99 St. Miami Shores PERMIT No: OWNER: ROOFING SQUARES :: 30 CONTRACTOR: Carruth Roofing Co. Inc. ROOF PITCH :: 4:12 INSPECTOR INITIALS: J1-1/AA TEST DATE: 6/11/09 TILE TYPE: ATTACHMENT: Double Roll Polyfoam Testing Equipment: Digital Chatillon DFIS_200 Test Tabulation Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-46 Passed 6 -10 Passed 26 -30 Passed 11 -15 Passed 31 -35 Passed 16 -20 Passed 36-40 Passed THIS ROOF HAS: PASSED Reviewed by: (o• it-01 Alberto Cardona, P.E Lic. No. 17138 FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. 595 West 18th Street Hialeah, FL 33010 "ROOF SKETCH" 42 45 43 37 46 35 30 32 13 34 29 10 Front www.floridatec.net 12 f43 31 Tel: (305) 256 -4550 Fax: (866) 333 -6988 ORID Providing Solutions to the Roofing Industry Lab Report No. 09- 060073 C.A. #: 26095 Lab Certificate: 08- 0514.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 815 NE 99 St. Miami Shores OWNER: CONTRACTOR: Carruth Roofmg Co. Inc. TILE TYPE: Double Roll ATTACHMENT:: Polyfoam fl PERMIT No: ROOFING SQUARES: 30 ROOF PITCH :: 4:12 INSPECTOR INITIALS: JH/AA TEST DATE: 6/11/09 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-46 Passed 6 -10 Passed 26 -30 Passed 11 -15 Passed 31 -35 Passed 16 -20 Passed 36-40 Passed THIS ROOF HAS: PASSED Reviewed by: to .12-01 Alberto Cardona, P.E Lic. No. 17138 FAILED I--I THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DARE COUNTY TAS 106. 595 West 18th Street Hialeah, FL 33010 "ROOF SKETCH" Front www.floridatec.net Tel: (305) 256 -4550 Fax: (866) 333 -6988 /t• S'41ted fillafe Defe tme4 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305. 756.8972 www.miamishoresvil lage.com RE: Permit # (Z A 3 0 5 DATE: 4/ — l -08 INSPECTION AFFIDAVIT I �J ®t���r it c)(°17'1) , licensed as a ( r / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: c. C' -� l 0 2` i On or about (Date & time) secondary water barrier work at , I did personally inspect the roof deck nailing and /or (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) tp.-4 S gnature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Lar *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Miami Shores Village, Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 3313$ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. WO6 055 Master Permit No. Permit Type (circle): Buildin g Electrical Plumbing Mechanical Roofn Phone # Owner's Name (Fee Simple Titleholder) C 4-sr r L . .7`c 's Owner's Address City i � ro >'/1,51 State d,' Zip Tenant/Lessee Name Phone # Job Address (where the work is tieing done) `` 75— 4/t City Miami Shores Village County Miami -Dade Zip 3 Is Building Historically Designated YES NO , Contractor's Company Name Mirti7j /fee k;,,AK- Phone # – .s Fontractor's Address ,e,9, 2A 4 City _ State 4'2 Zip .'y -9 Qualifier 477 "61 State Certificate or Registration No. e ee 6,,/e),;47/ Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # !' $ Value of Work For this Permit ,2 9 9 5;' Type of Work: ❑Addition ❑Alteration Describe Work: ❑New Square Footage Ofy Work: , Repair/Replace ❑ Demolition * ** ** , * * * * * * ** *: *** ***, *** eee ***** ** * * ****** ** * *��I** *,� * *,� * *,� Submittal Fee $ Permit Fee $ ,j �./' CCF $ 15 CO /CC Notary $ Training/Education Fee $ 3*00 Technology Fee $ 6.13 Scanning $ '00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite 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 - absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /7" Owner or Agent 1 � Signature Contractor The foregoing instrument was ac ledged before me thi The foregoing instrument was acknowledged beforr day c " c. C' i- 20e q, b},L L:--- t-°� 0- ' day w o is personally knownme or who has produced wh a is personally known to m_pr _ R o has produced As identification and who did take an oath. as identification and who did take an oath. thi NOT "PUBLIC: Sig r :_L`' Print: My Commission Ex * * * * * * * * * * * * * * * * * ****************************************,***************** * * * * * * * * * * ** * *** *** **** *:r * * * ** APPLICATION APPROVED BY: Chc.05 /13/03 l Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements Will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111311 1111111111 11111 11111 1111111111111 CF711 2008R0260194 OR Bk 26296 Ps 2464; s :1p RECORDED 03/31/2008 1023232 HARVEY RUVINp CLERK OF COURT MIAMI -DACE COiJNTYp FLORIDA LAST PAGE 1. Legal description of property and street/address: • 2. Description of improvement: rr /%� �,C ®�/� � e,"4- 3. Owner(s) name and address: G' A c4 5 57 55 7- riff Interest in property: ®A-1,/4i i' Name and address of fee simple titleholder: 8,07,0e. 4. Contractor's name and address: e 7M /7L _i/a PATE OF PLORtDA, COUNTY OF DADS �D !bPt 5. Surety: (Payment bond required by owner from contractor, if ant �, fir 08 'sy EREB Y CERTIFY that this is awe) p• co of the g da of Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notic -or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 0--m 5. 5-0 1S Signature of Owner Print Owner's Name .�j pPrepared by�.G ei;- Sworn to and subscribed before me thi=l 7 day of �e� 200J. 7 Notary Pub Iisc.: :�c�'" '� ,., a ulli . • . ;1!.1! ,:f� Print Notary's Na �M �i I!;'f h- ®ended Ttnu . , Pubis enae wr�rs My commission expires: Address:/ - e1 d,' 6 123.01 -52 PAGE 4 8/02 Masa Voted * lage e4d9 Vsquieciteeite 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305 -795 -2204; Fax 305- 756.8972 Ida , MAR 0 ',nog zJ OWNERS'S AFFIDAVIT OF EXEMPTION BY: -- -- - - - ° -- ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: 01A-20 c� � " 5 Property Address: (`5 N C1 Date: 3-'3 /- 00 Roofing Permit Number: Dear Building Official: 4.6b5 M I A-AA, S 1"-Ize9 certify that I am not required to retrofit the roof to wall connections of my building because: The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. D The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade C s t6G 5 Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. PL Sworn to and subscribed before me this .-j l day of lV /-1- G ^° MILDRED Y. GOMEZ 0 Notary Public= State of Florida a °o c: • =M Commission Ex iresAu 24, 2009 i �( ��' ;ill a co Y P 9 Notary Public, Sate of Florida at Large . When the just valuation of the structure for purpose of ad valorem taxation equal to it ma an $300 fl I i "'and theD®t141 9InVb91aw PilattratpUtAl h FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Section A MIAM COUNTY "©eliverin Master yYI Contracto Job Add 0 c"/"X" Miami -Dade County Building Depa High Velocity Hurricane Zone Roofi Section A (General Information) Process No: cati ' M._c�►�plon +Apication fing Company, Inc. M ami S70,-esv;; ., o APPROVED ZONING DEPT BLDG DEPT DATE Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ New Roof 0 Roof Category ❑ Mechanically Fastened Tile ❑ Metal PaneUShingles ❑ Other. STATE AND COUNTY RULES AND REGULATIONS Roof Type Re- Roofing ❑ Recovering ❑ Repair Are there Gas Vent Stacks looted on the roof? ❑ Yes ri No Low slope roof area (ft.2) Roof System Information Steep Sloped area (ft.2) D Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes 1 iji, mv' is '� MAR 3 1 2308 ❑ Maintenance BY: i!------ If yes, what type? ❑ Natural ❑ LPGX 3053 Section B (Roof Plan) Total (ft.2) 3701 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a): 1111.1 Comer Size (a' x • •••• • • ▪ • rum-. Amt.:arc . •• • - • • • • • • 9:1••••••:42S:11:::: • • • • • ••• • ••• • • ao a• :• ago' 10* a6= cuo 3053 MIAMI -DADE) COUNTY Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section C page (Low Slope Roof Systems) Fill in the specific roof assembly components. If a component Is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: GAF Product Approval (NOA): I 03- 0501.05 System Type: BU Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: I -53 1 psf 189.3 I psf (P2) Perimeters: (P3) Comers: 131.4 Psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: 1/8 0 -52 l psf " : 12 Roof Mean Height 120 1 ft 1ft No ❑ Yes Parapet wall Height: Deck Type: 1- 1 "x6 "T &G- Support Spacing: Altemate Deck Type: I Existing Roof: " o/c Fire Barrier. In/a Vapor Barrier. 11 layer 75# base sheet Anchor Sheet: 11 1/4 -inch RS nails & 1 5/8 -inch tin -comps - Anchor Sheet Fastener / Bonding Material: n/a Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: n/a Insulation Top Layer Size & Thickness: In/a Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of PIy(s): 1 one layer 75# base sheet Base Sheet Fastener / Bonding Material: 11 5/8" Uncaps & 1 1/4" ring shank nails Ply Sheet(s) & No. of PIy(s): 13 layers of PLY IV Ply Sheet Fastener / Bonding Material: hot asphalt Top Ply: 11 layer fiberglass cap Top Ply Fastening / Bonding Material: Ihot asphalt Surfacing: l n/a SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: Single Ply Sheet Width: (a 1" 1/2 Sheet Width: No. of Single Ply 1/2 sheets: n/a Single Ply Membrane Fastening / Bonding Material: FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: " o/c @ Laps & 2 _1 rows 2. Perimeter. 16 1 " o/c @ Laps & 12 "o/c rows 10 " o/c 3. Comer. 6 " o/c @ Laps &I- rows 16 _1 " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: I Na i 2. Perimeter: I n/a 1 3. Comer: Insulation Fastener Type : 1n/a WOOD NAILER TYPE AND SIZE: • • •• • n/a '1 •••• • -�I •••• • • • • • •• •• n/a_ Wood Nailer Fastener Type and Spacip ln/a _ EDGE & COPING METAL SIZES: • • • • • .••• • • • • • Ioa • • • Edge Metal Material: — Galvanized 11i4etah- ; •••• • •••• • --- Edge Size: —3" face 26 ga.— Hook Strip Size: Edge Metal Attachment I • • 1 —METAL EDGE HOOK STRIP N /A: • al In/a Coping Material: Coping Size: — PARAPET COPING METAL N /A— — COPING METAL SIZE N /A— Hook Strip Size: I - COPING METAL HOOK STRIP N /A— Parapet Coping Metal Attachment • • • • • •• • • •• • • • • • • • • • •••• • • • • • • •••• • • • • • • • •• •• • • • • • • • •••• •• •• • • • • • •••• • • • • • • • • •• •• • • • • •• • • • • • • • • • • ••11• • • MIAMFDADE COUNTY "Delivering Excellence Every DayP° Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, 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, 441 t, ettt° 0# 11 91 4k\ # ‘1) Q3r� \O�Qto Iv 0 S 1,0P 61) •••• Mem Roof' Height 1 • • R•' •• • • • • •• •• •••• • • •• •• • • • • • • • • • • •• • ROC •• • • • • • • • • •• •• • • • • •••• • • •••• •• • • • • •• • • • • • • • • • • • • • • • • • • •• • • • •r • •• •• • • • • • • •• •• • • • • •• •• • • • 0 • • • • • • • •• • aa•• • • • • • • • • •••.• • • • • •••• • • ` • • • • • •• • • • • •• • •• Tile Roof System MIAMI-DADE) COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System IMonier Notice of Acceptance Number (NOA): 07- 1023.12 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: 118.9 P 2: P 3: 1 118.9 Maximum Design Wind Pressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. —1" x 6" T & G— _ Roof Mean Height: 12 Method of Tile Attachment: 1—Adhesive, Large Paddy Polyfoa olypro— I ft. Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: ( -3" face 26 ga.— Drip Edge Material Type: I — Galvinized Metal- Drip Edge Fastener Type: I 1 1/4" RS Nails Hook Strip /Cleat gauge or weight Deck Type: I Optional Insulation: n/a Optional Nailable Substrate: n/a Optional Nailable Substrate Attachment Basesheet Type: .••• • 1 layer 30# felt • • • Fastener Type for Bases'•eet Attachment • • • 1 5/8" tincaps & 1 114''.rir+� shank nails* • . ••. _ .- ••• • • • •• •• • • • • Tile Underlayment (Cap Sbeei:•Type: • • • _!!!••• �! •••• • •• • •• Tile Underlayment Attachment Method:' I layer 90# slate hot asphalt Tile Profile: 1flat white shingle files • • •••• • •••• • • •••• •.•• • • • • • • • •• • • • • • • •• • • • • • • ••s.• • • • •• • • • • • •. •• • • • •••• • • • 411.•• • • • •• •• • • • •••• • • • • • • •••• • • • • • •• • • • • • • • •• MIAMI-DADE) COUNTY "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P 2: 95.1 P3:195.1 x?, 1 -24 1 -2 Mg: 6.00 1 = Mr1: = l 1 _ Mg: 6.00 1 = Mr2: 1 =1 - Mg: 16.00 1 = Mr3: 4.8 16.8 16.8 5 118.9 NOA Mf 118.9 1 NOA Mf 118.9 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based file systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for sach area of the roof, then the tile attachment method is acceptable. P1: P2: P3: INN 1= x w: x w: 1= xw: - - - - - -- 1= - W: - W: - W: x cos 0: = Fr1: x cos 8: = Fr2: = Fr3: 1= 1 cos 0: IS 1 Where to Obtain Information to complete tile calculations Description Symbol Pressure P1 or P2 or P3 Where to Find 51 I NOA F NOAF' • • • • • �_ 1 NOA F •••• • • •••• • • • •• •• • . _..� • • Table 1 RAS 127, or by an engineer analysis prepared, sibi.ci and sealed bya'profes';Btr • engineer based on ASCE 7. • • • • • • lowasser • • • • Mean Roof Height H Roof Slope e Aerodynamic Multiplier a, Restoring Moment due to Gravity Mg Job Site • • - . • • .� .... ••• • Job Site ' ' • • • • • • •••• _ Product Approval (NOA)• • •_• • Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Required Uplift Resistance Fr Product Approval (NOA) Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) •••• • • 0 ,010 • • • • + ��• • • • • •• •, .R.••• • • • « • • • • .•:. ••••. IAA • • • • , vows • • •Ralt.e • • •• •• • • • • • • i •••• • • • s• • • • • • • • • • • •• M IA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals. (BORA) 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 Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stag. an" a' following statement: "Miami Dade County Product Control Approved ", unless otherwisLalntell here • RENEWAL of this NOA shall be considered after a renewal application has been filed'akillfiere has'6 Seri no change in the applicable building code negatively affecting the performance of this produftr• • .• • TERMINATION of this NOA will occur after the expiration date or if there has been a iision or hange in tit' :'' . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an diidt4fsQmentlof.aiy product, for sales, advertising or any other purposes shall automatically terminate this Nb•A! 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, Flottda, and ibflbwed b3 the expiration date may be displayed in advertising literature. If any portion of the NOA fs displayed, :t ierit 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 renews NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • .• • • • • NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 1 of 7 • .••. • • •••• • • • • • • • • • • •• •• •0 • • • • _ • •••• • • •• •• • •••• • • • M );• if** • • • • •• •♦ • a • • • • •••• • • • • hp. • to. • • • • • • •• • •• • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofmg Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by A 'cant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1= 16" w = 10" 11/4" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. TAS 112 TAS 112 Test Identifier 7161 -03 Appendix HE 94 -060A 94-084 25- 7094 -2 25- 7094 -8 25-7094-5 Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. • • • • •. • Test Name/Report• Static Uplift Testing • • • • . PA 102 & PA 102(A) • • • • Static Uplift Testing.. • • • • PA 101 (Mortar Set). (Adhesive Set) • • Static Uplift Testing . • . PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) •. • ••. . • •••• Date • Deb' 1991 ...• Ma •1994 May 1894 •••••• Oct" 1.994 .. . • • • •. • NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 2 of 7 • • • • • • • • • ••' s••• . •••• • • • • • •• •• • • • • • •• •• • • s"b.R7 • • *Weil • • •••• • . • <l • !. • • • • • •• • ••••Y4 •••• • • • • •• •• • • . • • • • • • • • •• Test Agency Test Ident'fiier The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 Test Name/Reuort Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 'CO Physical Properties PA 112 Static Uplift Testing PA101 Aerodynamic Multipli&.:.. •... • • Moment of Gravity • • •• 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25-7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 • .. .• • Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dom.' 1998 Margfi79 .99 . . . •• •• October 2007 Au;4s1 207 Febrgary X996 •' • Apritl•1•996 .... Deck March 1995 April 1999 April 1999 June 2007 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 3 of 7 • • • • • • •••• • • • • • • • • •• •• • • • • • • • • • • • ••••••• •• • • •••• • • . #_1! 44111 is.... r • • • .. •• • • • • • • •••• • • • a • • ••.• •••M••• la •i •• a- ! w • fi Y • • •• 3. LIIVIITATIONS 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 TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment 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 applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (tt) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.33 • 0.833 .. • -••• • • • •• • • • • • • •• •• Table 2: Aerodynamic Multipliers - X ft3 ft-lb K . • • • Tile Profile Tile Profile • A. (ft3) •••x•(fta) ••.•.: Batten Application Direct fl q ,ApplicatiPn Monier Lifetile Atlantis Shake & Slate Tile N/A • • • 0208 • . or • • • • • • • • • • • • •• Table 3: Restorin • Moments due to Gram' - M ft-lb K . • • • • • • : • • . Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":'M" • /A;12" greater or Monier Lifetile Atlantis Shake & Slate Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.17 N/A 6.11 N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 7 • •• • • •• • • • • • • •• • .... • •••• • • s • •• •• • • • • T •• •• • • • •••S � T •••• • •• • • • • •. • •99••• •••• 41 •, t. • • .9 ib. •1. .s • • • • ! ! ! t • • Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 NIA 1 -1 Od Smooth or Screw Shank Nail 7.3 9.8 N/A 2 -10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 N/A 2 -1 Od Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 N/A Table 5: Attachment Resistance for Two Pat ty Expressed as a Moment Adhesive Set Systems Tile Application Mf (ft-Ibf) Minimum Attachment Resistance Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Adhesive .31.34 4....4 1 See manufactures component approval for installation requirements. '..' : • • • ' 2 Flee ible Products Company TileBond Average weight per patty 13.9 grams. • • • • • Po oam Product, Inc. Avera a we ' ht . er 8 , rams. • • • Table 5A: Attachment Resistance for Sin . le Pa Expressed as a Moment - Mflt(fF1bf) • • • • Adhesive Set stems . . . Tile Profile Tile Application Minip n.Attachntent : REslttance... •••••- Monier Lifetile Atlantis Shake & S l a t e Tile •PoiyProT"" • 118.94 PolyProTM - • . - 40.45 • • • • • . 3 Large paddy placement of 45 grams of PolyProT"'. • • • 4 Medium paddy placement of 24 grams of PolyProT"'. Table 5B: Attachment Resistance Expressed as a Moment - NI/ (ft Ib° for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set• 39.0 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •••• • • • •••• • • • ▪ • •• • • • • • • • •• • •• • • • • ••.• • • • • • • • • • •••• •• • •• • • • • •• •• • • • • • • • • • • •••. • •••• • • • • • •• • •• • • • • NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • ••• • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • ••• • 1 t • •• • • • • • • ••• • • • • • • •• • • •W •• ••• •• • •• • • • • • • • .$••••.•• F�1 U � W ad r W O MIAM1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (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. °BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, step and following statement "Miami Dade County Product Control Approved ", unless otherwidse mated hertgl... • • • • •• • h o• RENEWAL of this NOA shall be considered after a renewal application has been filet1 •tad there no • • change in the applicable building code negatively affecting the performance of this proud • • • • • • • • • • • • • • • •••• • •• •• TERMINATION of this NOA will occur after the expiration date or if there has been r4Nision or charge in t& • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an.andorsemelit of any • product, for sales, advertising or any other purposes shall automatically terminate this .II04• 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, afid•foffowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RAC NOA No: 03- 0501.05 Expiration Date: 11104/08 Approval Date:10/23 /03 Page 1 of 21 • •••• • 1 •••• • • • • • • • • • • •• • • • • •• •• • • • • • • • • • •• •• • • • • •••• • • •••• • • • • •• •• • • • • • • •••• • • • • • • •••• • • • • • • • • o• • •• • • • Deck Type 1: Wood, Non - insulated Deck Description: 19/32' or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimarM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows .12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 See General Limitation #7) GAFGLAS #75 Base Sheet or any o ve Base sheets attached to deck with Drill-Tee (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately e••• • o.c. in the field of the sheet. • • • • • (Maximum Design Pressure -60 psf, See General Limitatfdn� f) • • • • ; Any of above Base sheets attached to deck approved annulir•r,�ng shank n s • • and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of • • 9" o.c. at the 4" lap staggered in two rows 9" in the field. *••••• • • • • (Maximum Design Pressure -60 psf, See General Limitatkir #) • • GAFGLAS #75 Base Sheet or any of above Base sheets Welted to detk with • • Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 81o.o4 it 4 row §,•Qne • row is in the 2" side lap. The other rows are equally spaces approxiin ttjx 9° • • • • • •• • • • o.c. in the field of the sheet. • • • • • • • • (Maximum Design Pressure -75 psf, See General Limitation #7) • • • Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 •••• • • •••■ • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • •• •• • • • • • • • • •••• • • •••• • • •• •• f • • •••• • • • • • • •••• • • • • • • •• • •• • •• Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbsjsq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF PremiumFibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbsJsq. t 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above 0600 • • • • 0000 • • • • • .. • • • • •. SO • • • • • 0000 • • • • • • • • • 6000 00 00 • •. • • •••,•• 0• •• • • • • • 000 • • • 0 • • • • •••• • • • • • •• • • • • •• • • • • •• • • • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10123/03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /a" Dens Deck or Vz Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf: insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment isibased on a minimum fastener resistance value in conjunction with the maximum desigfl value liattlpethin a specific system. Should the fastener resistance be less than that required, asb88ferniined bby the Building Official, a revised fastener spacing, prepared, signed and sealed by a «oyda Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said raiised 'fasterierspecing shall utilize the withdrawal resistance value taken from Testing Application &aerials TAB• 1Q ,pnd calculations in compliance with Roofing Application Standard RAS 117. • • • • • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure. M4! 'ements of these areas. Fastener densities shall be increased for both insulation and base ;sheeebas cakied in compliance with Roofing Application Standard RAS 117. (When this linhitet'ioh is specipcally referred within this NOA, General Limitation #9 will not be applicable.) bb • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended . corners and corners). (When this limitation is specifically referred within this NOA, General Limitation in will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY OF:COVERING MATERIALS (TEVT) loifiiig Systems (TGFU)— Continued (Optional)' "Gacoflex UA-65" Series (various colors), applied y er "Gacoflex°UA -60", applied at 1 -1/4 gal /sq (12 dry mils). Incline: 1/4 tly lass or.'Poly -fso Special" with "Polyfoam 251" or "Poly - `:One o%'two applications "Gacoflex U13-64 ", 1 gal /sq/ (12-24A4 mils). V.- "Camflex UA-65" Series 1 gal /sq. or "Gacoflex UA -60 ", 41 -1 /4 i aUsq.(12 dry mils). Incline: 1/4 'oltLlu� or"Poly-lso Special" with "Polyfoam 251" or "Poly- `, i In. min.. ;.,. ..One or tivo applications " Gacoflex U13- 7050", applied at 1 ilicatuui_.. n . three applications, applied 1 -1/4 gal /sq/ (16-32 dry: m0s). • "Gacoflex UA-65" Series (various colors), applied 1 gal /sq lilst . Incline:1 /2 nlr> -I i" or "Poly -lso Special" with "Polyfoam 251" or "Poly - ,1 in. min. One or two applications "Gacoflex UB- 7050", applied at 1 dkc'atuar .or three applications, applied 1 -1/4 gal /sq/ 406-32 dry in ls). Gacoflex UA-60" Series (various colors), applied 1 gal /sq Incline: 2 Pale -lsu" or "Poly -lso Special" with "Polyfoam 251" or "Poly- ", in. min.: • "Gac Sil S -1000" or " GacoSil 8 -1600" ( GacoRoof), applied at (10 div mils). "GacoSil"SS -1000" or " GacoSil 5-1600" (GacoRoof), applied at II) dry mils). Incline: 1 'I'olyf aim251 "or "Polyfoam 303 ", any thickness. g "Gacoflex Ure- Shield 7007 ", 40 dry mils. Incline: 2 Piil}'lia in'275 "; any thickness. • "Comfier: A-3211 ", 1 -1/2 gal /sq (14 dry mils). "Gacoflex A -3200" series (various colors), 1-1/2 gal /sq (14 Incline: 2 PO ti.nn 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. oaf: One or two applications " Gacoflex UB- 7050", applied at 1 /application (16-32 dry mils). ng One application of " Gacoflex A -55 Series" (various colors), at I•l,r'_ 1,m1/sq . (15 dry mils). Incline: 1/4 "PnIrtoam:251 ", "Polyfoam 275" or "Polyfoam 303 ", any thick- _ oat: "Cacoflex:UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Goab 30/60 mesh crushed walnut shells mixed at a rate of 5 vith'"Gacoflex 1.113-64," applied at 1 -1/2 gal /sq or " Gacoflex Opplied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast of 330/60 mesh crushed walnut shells applied at 7-8 lb /sq. "Cocoflex U-66 ", applied at 1/2 gal /sq. (6 dry mils). Incline: 2 "F <ihfaim;725 ", any thickness. "E" (not UL Classified), 0.67 gal /sq. Coat: "11-62", 2.0 gal /sq. o ' "Corona UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). oat: 30/60 mesh crushed walnut shells mixed at a rate of 5 1tif "Cacnfiex UB -64," applied at 1 -1/2 gal /sq or " Gacoflex 4itd it 1.1/2 gal /sq (18 dry mils) followed by the broadcast 430(60 mesh crushed walnut shells applied at 7 -8 lb /sq. 'Gaaofex U-66 ", applied at 1/2 gal /sq. (6 dry mils). Incline: 2 ill }'l um 275", any thickness. E-34" (not; UL Classified), 0.67 gal /sq. "C-62",..1.25 gal /sq. Pat U -62" 0.75 gal /sq. Pot (Optional): "U -62," 0.75 gal /sq. Coat ' 'L' -62," 0.75 gal /sq. (Optional): walnut chips at 9 to 11 lbs per sq. Incline: 2 ROOF COVERING MATERIALS (TEVT) 173 Roofing Systems (TGFU)— Continued Primer (Optional): "Gam Primer ", (not UL classified). Base Coat "GacoSil S -1600" (GacoRoof) at 1 gal per sq. Top Coat GacoSil S -1600" ( GacoRoof) at 1 gal per sq. Surfacing (Optional): Roofing granules applied at 30 to 35 lbs per sq. GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "Ruberoid 20 or "Ruberoid Modified Base Sheet" may be utilized as an 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) Gypsum G sum Dens- Deck® 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 deck. If polystyrene is part of the roof system, it must be pplaced below the overlayment board. Also, multiple plies of "GAFGL.AS Ply 4" or "Ply 6" may be adhered to G-P Gypsum Dens Deck® in hot asphalt " EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally 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 "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classficatons include "ENERGuardEPS Insulation ". References to glass fiber insulation include " EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Zee G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or GAFGLAS #80 L" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") in the Class A, 13 or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 halt glass mat base sheet ( "GAFGLAS #75•$aSe Sheet ", " GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator VenttimBasa Sheet (Nailable)" may be substituted for G1 asphalt glags.fiber plsf%•et ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the railed abase plyin • following systems. • • • • Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hvtaneopped or : echhni: call yy fastened. •••• • • • • " 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 "GAF1 4I ERMALIWE ®" or any other UL Classified perlite insulation. • Crushed stone or slag are suitable alternates for gravel leant of the Class A , B or C systems listed. • • Structural cement fiber building units are considered suitable to be nttleided as a deck in the following Class A, B or C systems lis1etl oVei;C -15/32 PG Nc. The use of gypsum board under any of the following 4ss A, B or Csyystern does not adversely effect the rating. The use of 1/2 in. min gypsum boatd'is an acceptable alternate for insulation over C -15/32 decks. perlite The use of polystyrene insulation board between min /4 rlte oard and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable alternate for isocyanurate board in the following Class A, 13 or C systems. BMCA EnergyGuard RA ", "BMCATapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion 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. "GAFGLAS Flex Ply 6" is a suitable alternate to " GAFGLAS Ply 6 ". GAFTEMP Pennalite Recover Board" may be used in- lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A LOOK FOR THE UL MARK ON PRODUCT •� • • •• • • • •• • • • • • 174 • ROOF COVERING MAMMALS 4TEV ) Roofing Systems (TGFU}- Contiued 1. Deck: C -15/32 Iodine 3 Insulation (Optional): chre or more layers polite, wood fiber, glass fiber; isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, Pic, any thickness. Ply Sheet: Three or more layers Type G1 , "GAFGLAS. Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfacing: GraveL 2. Decic C -15/32 Incline 2 Insulation (Optionalk One or mores layers; perlite, wood 6bei glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fir /isocyamnate composite, phenolic, any thickness. Ply Sheet Three or more layers Type GI .: GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type 03 " GAFGLAS Mueeraal Surfaced Cap Sheet" 3. Dedc NC incline 2 Insulation (Optionaik One or more layers pal ; wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood f /isocyamraie composite, phenol, 2 in. max. Ply Sheet Two or more layers Type GI "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". . . Cap Sheet One layer Type 03 " GAFGLAS Mineral Surfaced Cap Sh eer. 4. Deck NC Incline 1/2 Insulation: One or two layers "Isotherm R", 4 in. max, hot mopped. Ply Sheet Any ULClassifed gravel surfaced Class A asphalt glass fiber mat system. Dedc C -15/32 Infting.:1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheee One layer Type 02 " GAFGLAS 475 lie Shit" (may be nailed). 9137 Sheet One or more layers Type G1 " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer Type G-3 " GAFGLAS Mineral Surfaced Cap Sheer. 6. Deck NC Incline 3 Base Sheet One layer Type 02 "GAFGLAS 475 Base Sheet". Ply Sheet One or more Layers Type 01 " GAFGLAS Fly 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck C -15/32 - Incline 2 Insulation: One or more layers partite, glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers Type G1, 02 or G3. Membrane One or more layers " Ruberoid Tortfi" (Smooth or Granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (Smooth or Granule) or " Ruberoid Mop Phis" (granule). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 8. Deck C -15/32 Incline 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyannrate, urethane, perlite / isocyanurate composite, perliite/ u„•Ilt.nu• a-.anra,r.iF,.; .r.at) dihcr /is eya „uridc composite, phenolic, am' thictiin ,. Base Sheet: Two or more layers Type 02 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane One or more layers ” 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 lest ", hot mopped. 9. Deck NC insulation (Optional): Ferule, glass fiber; polite, wood fiber, mechanically fastened, any thickness. Base Sheet One or more layers Type G2, "GAFGLASS 475 Base Sheet°. Pty Sheet One or more layers Type GI " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped: S u r f a c i n g : " F u e s t u e i d M B " , 2 Mass B 3 ROOF COVERING h8ATERIALS (TM) 1. Roofing Systems (TGFU)— Continued Deck C-15/32 Incline 3-1/2 Insulation (Optional): One or more layers partite, wood fiber, glass fiber, isocyanurate, urethane, perlite/lsocyanurate composite, polite/ urethane composite, wood fibs r/isacyanurate composite, phenolic, any thidmess.. Ply Sheet Two or more layers Type G1 " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot moPPed- Deccic 1C 5/32 Indine:3 -1/2 Insulation ( Optional): One or more layers perlite, woad fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thidwess. Base Sheet: Two or more layers Type Gl, 02 or 03. Membrane One or more layers " Ruberoid Torch" (Smooth or Granule) " Ruberofd Torch Plus" (granule), " Ruberold Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C Deck: C -15/32 Incline 1/2 I%salatitm ( Optional): One or more layers perlite, wood fiber, glass fiber isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isacyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Surfacing: "Spedal Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 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 filer /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or -more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6", hot mopped with coal tar bib Surfacing Gravel. • • •••• COMBINATION HO'r.414D :COLD SYSTEMS • •• I. Deck NC • incline 2 . . • Insulation (Optional): One or'rtolg tiers perlite, woad libels gibs fir, 2 in max. Ply Sheet Three or more h yers•'l ype G1 " 1M LAS PIJ# •4'.'' 8r, "GAFGLAS Ply 6". • Surfacing: Grundy Industries�`sat Jiff AIu utfren'of Coati:40 ai. 1 -1/2 gal /sq. • • 2. Deck NC • • • • •fpcline 1 • Insulation (Optionalk One or•more Myers petit" i'vvpod fiber,glasr . fiber, isocyanurate, urethane, p rl rte /Psgcyanuratt cohposite, mtge.' urethane composite, wood fiber? ateurate composite, phenolic, any thfrh+w%s • • • Ply Sheet Three or more layers Type 01 "uFGLAS 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 UI.Classified gravel surfaced Class asphalt glass fiber';`'-. mat system- -1. Deck NC Incline 2 Insulation (Optional): Isocyarurrate; perlite, isocyanurate /composite,:. wood fiber and glass fibec any thickness, mechanically fastened Base Sheet One ply Type Gl or G2, medanically fastened or hot muPPed- Ply Sheet One or more plies Type G1 or G2, adhered with hot roofing: asphalt. Surfacing: "GAF Premium leered Aluminum Roof Coating", 1-1/2 . gal /sq or "GAF Weather. Coat Emulsion", 3 gal /sq. 5. Deck NC Indiue 1 Insulation (Opt dmant I'e, It%Ass trots, p olyisocyanurate,.wood_file4 any tbidmess. Sheei ;One ormore.piies Type Gi or type G2, hot mopped_ in Roof Coating". Owner's Notification Form MIAMI-DAD-0) COUNTY "Delivering Excellence Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring 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 Florida Building Coda li&desg • • option of maintaining this appearance. • . : • • • .. • •••• 5. Ponding Water: The current roof system and/or deck of the building mayatot drain well and my.: cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an uidtCation of structural • distress and may require the review of a professional structural engineer. Ponding nvis Sliprten.the life • • expectancy and performance of the new roofing system. Ponding conditions may not•lie evident until the otigi3fal • roofing system is removed. Ponding conditions should be corrected. • • • • • • • • 6. scuppers (wall outlets): It is required that rainwater flow off so thatthe rods not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block ibis discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature: Contractor's Signature: Property Address: �� a� 1 Date: Permit Number: fi1eJ / /q/Documents %20and ° %20Settings / sky / Desktop /SECTION_1524[1].htm9 /27/2007 5:46:06 AM