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RF-11-625Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 158188 Permit Number: RF -4 -11 -625 Scheduled Inspection Date: May 25, 2011 Inspector: Bruhn, Norman Owner: PEREZ, DIANE Job Address: 9405 NW 2 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: BELJAY ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1131010330670 Phone: (305)305 -7663 Building Department Comments REPLACE ROOF TILE TO TILE COLOR THRU AND FLAT ROOF Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments c May 24, 2011 For Inspections please call: (305)762 -4949 Page 8 of 22 IVI lami Shores Village Building Department RE: Permit # INSPECTION AFFIDAVIT I � be t- 7�-i -e 2- ' licensed as a (n) Contractor / Engineer / Architect, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 DATE: 7prr / 7) r® 1 f (Print name and drde License Type) FS 468 Building Inspector License #: e e c J 3,)--S'?.? 7 On or about /Po,Ir4 Are, , I did personally inspect the roof deck nailing and (Date & time) / Secondary water barrier work at �% L% 0 S N • cv c2 c ✓L 0 -�.` -4; .-h S 334. Z (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) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this rop ,,,,, "�a� % ALEJANDRA BRITO Notary Public, Sate of Florida at Lary / _ 4.. i` Notary Public - State of Florida �� %"�,!��'0.r My Comm. Expires Jun 10, 2014 ••,;;oun: Commission # DD 1000541 *General, Building, Residential, or Roofing Contractors or a individual certified under ch an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5/21/2009 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor BELIAY ROOFING INC Permit # RF1111 -11625 Job Address 9405 NW2AVMIAMI Owner's Name Type of Tile FLAT TILE Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 13 ft 2 Required Testing Force 351bs Date Tested 5/13/2011 Number of Tests 42 Testing Equipment: F.G.E. 100 Contact Name B Phone # (786) 715 -2910 LOCATION # OF TEST PASS # OF TEST FAIL Corner 8 Tests `' Pass 0 Tests 0 Fail Perimeter 8 Tests d Pass 0 Tests Fail Field 15 Tests `i Pass 0 Tests Fail Ridge 11 Tests `' Pass 0 Tests Fail Total 42 Tests '' Pass 0 Tests Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordiall /7/ MBE4TO CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, Fl 33155 N Telephone (786)326 -9877 — Fax (305)485 -9011 Roofing Contractor Job Address Owner's Name A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1roofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 BELIAY ROOFING INC Permit # RF -1111 -11625 9405 NW2AVMIAMI Type of Tile FLAT TILE Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 13 ft 2 Date Tested 5/13/2011 Contact Name B Required Testing Force 351bs Number of Tests 42 Testing Equipment: F.G.E. 100 Phone # (786) 715 -2910 SKETCH OF ROOF t t Revised by 7066 SW 44th Street Miami, FI 33155 — Telephone (786) 326 -9877 " Fax (305) 485 -9011 s( � o I cb —cAeLo� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): / Q 1 e 're Phone #: Address: 5 yD 5 A 1,./ ,2 4V � City: 0404 State: /%v Y7 Of G, Zip: 33 if c"® Tenant/Lessee Name: Phone#: Email: Permit No. // -42.5 Master Permit No. q JOB ADDRESS: / clidX PO. *ti c> City: Miami Shores County: Miami Dade Zip: 33.?! w Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: sr CONTRACTOR: Company Name e 7 , /e- t 1/ /. )0.7 , � �- Phone #: Address: 47P.2-4 !� S . . / City: �%i G�jn /nn State: )6.-2-- Qualifier Name: Ay'710 Are "Z. State Certification or Registration #: eee 32'227 Certificate of Competency #: Contact Phone #: ? Dj -3o 6 -76,x` 3 Email Address: ,/3 ern V .Woo �i itJ g A L M DESIGNER: Architect/ / Phone #: 3o s--,3o - Zcc Zip: 3 3 l Phone #: 35 . -7683 Value of Work fort S Perrnit: S l /SD .Iry Square/Linear Footage of Work: 22-3--‹ 4. Type of Work dress Alteration ❑ � ❑Demolition Description of -71-7/114 )40 eA r COLOR TQfLrGOF TILE IS REQUIRED acknowledged by: ** ** * ** * * * * * *** * * * * * * * * * *** ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 4 TOTAL FEE NOW DUE $,U( 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, BOTT I RS, HEATERS, TANKS and AIR CONDTITONERS, 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 i ection which occurs seven 7 days after the building permit is issued. In the absence of such posted notice, the inspection w t be approved and a rei n fee will be charged. Signature The foreg day of ,II Signature ‘' Owner o Agen /Contractor strument was acknow ? dged before me this The foregoin J Rent was acknowledged before me this �p 20 // , by , day of who is personally known to me or who has produced —41e2eifiRc who is personal y known to me or who has produced , produced X %ye/ LOCifec As identification and who did take an oath. AceA/5-er' as identification and who did take an oath. 20 //, by NOTARY Si IC. Prin My CJ // �4Y II• Amp iw:41 0 ", ALEJANDRA BRITO -.' • W; o�F d;'` Commission # DO 1000541 II .S .,,•�' Xp • •hen Fg otary Public - State of Florida ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY 4 ie{J J 7 1/ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) NOT Si LI JANDRA BRITO lic - State of Florida Expires Jun 10, 2014 P My ission * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** Zoning Clerk Tile Raof System COUNTY f'Delivering Excellence Every Day° Roof System Manufacturer Ti ) k '/1111, Miami-Dade County Building Department Electron c Application Section D Sloped System Desc bry°°- Tile Roof System MONIER LIFETILE LLC Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): 07-0711.03 P 1: -45.1 P 2: -78.6 P 3: -116.2 Miami Shores APPROVED ZONING DEPT BLDG DEPT 'nage SUBJECT TO COMPLIANCE WITH ALL FEDERAL I STATE AND COUNTY RULES AND REGULATIONS Maximum Des.100.yyllArressures, (From the NOA Specific system): psf Fill in the specific roof assembly components. ff a component Is not required, insert not applicable (nla) In the text box, Roof Slope: n/12" Roof Mean Height: ft. Method of Tile Attachment: -Adhesive, Medium Paddy PA j is, • ,11. • AfternateliTethOd. of Til Drip Edge Size Drip Edge Material Type: Drip Edge Fastener Type: -Galvinized Metal- 1-1/4 RS NAIL 4"0C Hook Strip/Cleat gauge or weight - Select HookStrip --_ Deck Type: 1--5/8" Plywood- . 0 tional Insulation: • • • • • • • • • • • • • • • • • • NA ••• 11 iti ill •• Optional Nal table Substrate:•• • . • ' NA illPt Am& •• - , • MP • .:.: Optional Nal table Substrat; -ii IOU NA • • •• • • Basesheet Type: • • • • • • • • • • • • • • • • • • • • IASTM b226 FELT 30#' FastenerType for Basesheet Attachment: [1-1/4 RS NAIL 6"0C@LAP 12"0C@FIELD . . Tile Underlayment (Cap Sheet ) Type: ASTM 90# FELT Tile Underlayment Attachment Method: Tile Profile: !MONIER FLAT 13 CONCRETE TILE • • Scction E 2 MIAMI -DARE "Delivering Excellence Every. Day" Mlami -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: P 3: -78.6 -116. X% k 1� 0.313 14.12 24.60 36.37 - Mg; - Mg: - Mg; 8.03 8.03 8.03 = Mrl: = Mr2: = Mr3: 6.09 16.57 28.34 S 40.4 40.4 40.4 NOA Mf NOA Mf NOA Mf' Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • •• • • • • •••• •• • • ••• • • • • • • For Uplift based tile systems use Method 3. Compare the values for F. with the values for Fr. If the F' values are greater tiiad.Stequal toe F?•values, b? • • • each area of the roof, then the tile attachment method is acceptable. • • • P1: P2: P3: x is xl: x l: xw: x w: X w: - W: - W: •••• •. • •••• •••• • • • • • •••• • • x cos 0: = Fri: trcrgG' • .• • • x cos 0: LJ = Fr2: S NO4 F' • x cos 8: t._._.._ _i = Fr3: • Where to Obtain Information to complete tile calculations • • • NO/11F. • • Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Symbol P1 or P2 or P3 Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) I = length w = width Product Approval (NOA) M I A M hDAQE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 MonierLifetile, LLC 200 Story Road Lake Wales, FL. 33853 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 • • '0 • Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Da;k Go uty) v reserve the right to have this product or material tested for quality assurance purposes. If t1 s rpduct e; • • material fails to perform in the accepted manner, the manufacturer will incur the expense pt Wgh testing • and the AHJ may immediately revoke, modify, or suspend the use of such product or materiadivithin • • • • • their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined' byMiami- Dade• • • County Product Control Division that this product or material fails to meet the requirem t flhe • •• • ; • • applicable building code. " •' • • • • • • • This product is approved as described herein, and has been designed to comply with the poricla Building•: • Code and the High Velocity Hurricane Zone of the Florida Building Code. • • • DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 revises NOA# 07 -0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications • •1• • • • • Product •..• • ••• Description..... •.. • • • MonierLifetile LLC 1= 17" TAS 112 Flat profile, interlocking, highs essure •••• Saxony 900 w = 13" extruded concrete roof file ec}uipped with... • 1 -5/32" thick two nail holes. For direct Belk e r battens 4: • • Slate nail -on, mortar set or adhettve get • • • 1- 9/32" thick applications. • • • • Shake & Split Shake • Trim Pieces •. • • • • 1= varies TAS 112 Accessory trim, concrete rdb'f pieces for • w = varies use at hips, rakes, ridges and valley varying thickness terminations. • Manufactured for each tile profile. 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. Test Identifier Test Name/Report Date 7161 -03 Appendix IIl 94 -084 94 -060A. 25- 7183 -6 Static Uplift'Testing PA 102 & PA 102(A) Static Uplift Testing • PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing PA102 (2 Quik -Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 Dec. 1991 May 1994 March, 1994 Feb. 1995 25- 7183 -5 Feb.. 1995 0 • • • • • • • ••••• • • Test Agency 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. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service • Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering,' Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631-01 P0402. Project No. 307025 Test #MDC -77 R1.894 R2.894 83.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Date Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing . March, 1995 PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing 'Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA ,108-(Mortar Set) Withdrawal Resistance Testing Sept. 1994... of screw vs. smooth shank nails Wind Driven Rain • • • • (%t. 1994 ••• PA 100 Physical Properties • • •• Mtg. 1994 • PA 112 .•• • •••• •••• • • 0000 • • • •• • Static Uplift Testing PA 101 Static Uplift Testing PA101 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 Restoring Moments Due to. Gravity TAS 112 j3ec. 199.i.:*: • •Nfarch 1999 • • • • • "February :.9l §: • April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 3 of 7 • • • • • • • • • •' • • • • LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. • 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & shall be installed . in strict compliance with and RAS 120. 2. Data For Attachment Calculations •••• • • • •. •••• • •• Split Shake) Concrete Roof Tile and ifs• co$mponeuus Roofing Application Standard RAS.1.,14 11AS 11§7. •••• • • •••• • • • •• •• •••• • • •••• ••• • • • • • Table 1: Average Weight (W) and Dimensions (I x w) • • . • • • • Tile Profile Weight W (Ibf Length -I. (ft) Widt trir (ft) • MonierLifetile Saxony 900 Slate, Shake &Split Shake 11.5 1.417 1.08 • • • • Table 3: Restoring Moments due to Gravity - Mg (ft-ibf) Table 2: Aerodynamic Multipliers - A ft3) 2 ":12" Tile 4 " :12" A (ft3) A. (ft3) Profile Saxony 900 Slate, Shake & Split Shake Batten Application Direct Deck Application MonierLifetile Saxony 900 Battens 0.289 Battens 0.313 Slate, Shake & Split Shake Direct Deck - Direct . Deck Battens • • • Table 3: Restoring Moments due to Gravity - Mg (ft-ibf) Tile Profile 2 ":12" 3 ":12" 4 " :12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct . Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 . • • • • • • • • • • • • • . • • • Table 4: Attachment Resistance Expressed as a Moment - MI (ft-Ibf) for Nall -On Systems ' Tile Profile Fastener Type '• Direct Deck (min 15/32" plywood) Direct Deck (mina 19/32" plywood) Battens Saxony 900 Slate, Shake & . Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw.Shank Nails 14.0 18.8 7.4 1 . #8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4. 1 -10d Smooth or Screw Shank Nail (Field'Clip) 24.3 24.3 24.2;_:.. 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Feld Clip) , . 35.5. 35.5 34.8 • • 2 -10d Smooth or Screw Shank Nails Eave Cli 31.9 31.9 : • •• • • 32:2 6' • • Table 5: Attachment Resistance Expressed as a Moment NI/ (ft-161} •.' • • • • for Two Patty Adhesive Set Systems • • Tile Profile Tile Application Minimun174ttachment • ReJMi ii:e MonierLifetile Saxony 900. Slate, Shake & Split Shake. Adhesive X31.3` ' :•• • • • •. • • 1 ' .See manufactures component approval for installation requirements. • • • • ■ 2 Dow Chemical TileBond Average weight per patty 13.9 grams. • Polyfoam Product, Inc. Average weight per patty 8 grams. •• • •• ••• •• • • •• • • Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & "Split Shake Polyfoam PolyProT"" . 118.93 Polyfoam PolyProTM 40.44 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 - Mf (f #Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.93 5. Tile -Tite Roof Tile Mortar NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 091,07/07 Page 5 of 7 • • • • •• • •• • • • • • ••••• • • • • • • • • • 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 ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for buildin g pe rm it shall be acco mpanied by copies of the following: llowing: •••• • • • 1. This Notice of Acceptance. • • • • 2. Any other documents required by the Building Official or applicable building cocg 3a ceder too.. • �: • • properly evaluate the installation of this system. • PROFILE DRAWING ..•. ••..• • • • • • •• •• • • • •• • . • .p... WATERLOCK MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval. Date: 09/07/07 Page 6 of 7 PROFILE DRAWING • • •• • • •••• • ••0••• •' • • • • • • ••••.. • MONIERLIFETJLE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MOB : •• •• • • • • • • • • • •. ••• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE ••••. • • • •• • • • • • • • • •••••• • • • • • • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 7 of 7 • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION. PERMIT NO. 12.1" 1 (� �' TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: - 111110 11111ilt1.1111l11l 1h11tJI1111IlHiIt 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. CFN 2011R0237804 OR Bk 27651 Ps 37121 Ups) RECORDED 04/13/2011 13:31:43 HARVEY RUVIH, CLERK OF COURT MIA1I -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of properly and street/address: 94/0-C /v' 14) a 17 al jXfiore5, fc 3 3 /.S a 2. Description of improvement: 3. Owner(s) name and address: �G/tf' ' PereZ - ti) and & ,L/ a -f,' (SAD "to , 3 3 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name .and address: o -(a s 1() • oP , de( 33/ t�S 5. Surety: (Payrnent bond required by owner�from contractor; if anyiif: ; CEPTi;`, ; <,, s cvo t`;e • Name and address: . 0.,-i,,,;./,,?-,!fif d.' ».f . Amount of bond $ ' 2 ? �r�J; 7 i��i` �� my il:<'!7 F'.i:iJ L;c��..a? vvaC. HARVEY RUV N, CLERK, q'Circuit cpd Cosxty C uris 6. Lender's name and address: PO 7. Persons within the state of Florida designated by Owner upon whom-notices or o er 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 Uenor's Notice as provided 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 diffe d e is specified) Signature of Owner TI Print Owner's Name Q rt .e Sworn to and subsc Notary Public Print Notary's My commission 123.01 -52 PAGE4 10/04 40 efore me this 7 e?„ of , 20 IL IlAelleMEIMEMIENEEMEIMMIII p8Y PLg4 1. 1:17AWaill LMt0': • T . 'A mealy_ My Comm. Expires Jun 10, 2014 / ex ALEJANDRA BRIT f' %te 140.' Commission #,D01 Prepared by Oa/IDS Address: 1 CQ T) S -CA) V k S or-) 0,6tA , ,331 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 0"" ` 62 2 ° BUILDING PERMIT APPLICATION FBC 20 ECTINZ APR 0 /A2v�U BY:: ••e 1�•ee ee Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): I Yl e R� Gr e- Z- Phone#: 7 rre. - f 3 -67 �5 Address: 6 D! OS / N v�/ vZ ry a►l P City: /'l t`G G� 1 SAc /C.5 State: /SL_ Zip: 331S-0 Tenant/Lessee Name: Phone#: Fmail: JOB ADDRESS: % 471 OS At. h) a PRJ _ire City: Miami Shores County: Miami Dade Zip: 3 3 /St Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 2e/ ( (3, / 01-,- Phone#:3 as---3 & 5 -7 ' 3 Address: / c& (' D • /4) 4/ (r---.5 City: /` a 04 i // // state: .____Z— Zip: 33/6. S Qualifier Name: � .p.,,--/--t) Pe-rt Z Phone#: 30S---3 a S- % ( 43 State Certification or Registration #: /I. 0e- % 3 ca Sja- 7 Certificate of Competency #: Contact Phone#: 30S' -3 0.5--- 764,3 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: rmit. $ . /02 /.37) Square/Linear Footage of Work: cP g Type of Work: °Addition °Alterrati�on Description of Work: r- Ree(GG /7 G o e UNew URepa'iJ�/*r lace °Demolition / ?e° ?LP 7/7e G ******* * * * * *** *** ******** * ****** * * * *** *Fees * * * * * * * * * * * * * *** * * * ** Submittal Fee $ SD • en Permit Fee $ ®4) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ * * * * * * * * * * *** * * ** Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 FT.RCTRICAL 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 >, approved and a reinspe e will be charged. Signature Contractor The foregoing instrument was acknowledged before me this 7 day of 20 )/ , by who is personally known to me or who has produced Pe, PillS" lilCea dentification and who did take an oath. The fore dayo Owner or Agent strument was acknoRvleclged beforwe this 7 20.11, by !able P'2 , who is personally known to me or who has produced Fe, PaibISS / ie M dentification and who did take an oath. NOT Sign: Print Y• °."'IC: ALEJANDRA BRITO __ Notary Public - State of Flori My Comm. Expires Jun 10, My Commission Expires: * * * * *** * *** *** * * * **** APPROVED BY 1/ A de w' Si 0 'J1 .40�r N`e% ALEJANDRA BRITO • ? ill Wei" —it' l`;coo ..d m ssio My Commission Expires: DD 100054 ************************************************** *** * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/1012009)(Revised 3/15/09) Zoning Clerk ACORD. CERTIFICATE OF LIABILITY INSURANCE CERTIFICATE NO. / DATE AC11- 11501152- 992143 04/07/2011 10:06 AM PRODUCER Highpoint Risk Services LLC 14160 Dallas Parkway 8500 Dallas, TX 75254 (800) 632 -5096 (972) 715 -0959 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR • •i. •. _ INSURERS AFFORDING COVERAGE MUMS): AMS 1 /c /f: BELJAY ROOFING, INC. 1017 BLUEGRASS DRIVE GROVELAND, FL 34736 (407) 468 -5142 Fax: (352) 557 -4194 INSURERk Companion Property and Casualty Insurance C INSURERS: Companion Property and Casualty Insurance C INSURER C: INSURER D: INSURER E: THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LBWS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. i RR TYPE OF INSURANCE POLICY NUMBER POLICY NE POLICY E7INRA�P LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABIUIY ICLAIMS MADE X OCCUR FLG3085618 03/31/2011 03/31/2012 EACH OCCURRENCE $ 1000000 FIRE DAMAGE (Any One Fke) $ 1'0000 MED EXP (Any one person) $ 5000 PERSONAL8ADVINJURY $ 1000Q00 $ 2000000 GENERAL AGGREGATE GEM. AGGREGATE LIM IT APPUES PER: ){ I POLICY n ?R n I CC PRODUCTS - COMP /OP AGO $ 2000000 AUTOMOBILE '_' — -- — — LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LUABIIJTY R ANY AUTO AUTO ONLY - EA ACCIDENT $ — OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS — LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ — DEDUCTIBLE RETENTION $ $ — $ - WORKERS COMPENSATION AN D EMPLOYERS' LIABIUTY WC362727400 04/01/2011 04/01/2012 X n�TAI Pal- E.L EACH ACCIDENT $ 1000000 E.LDISEASE- EAEMPLOYEE $ 1000000 E.LDISEASE- POUCYLIMIT $ 1000000 OTHER R uMrrs $ LOOTS $ DESCRIPTION OF OPERATION Sa.00ATIONSNEHICLES/EECLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1. This certificate remains in effect, provided the client's account is in good standing with AMS. Coverage is not provided for any employee for which the client is not reporting wages to AMS. Applies to 100% of the employees of AMS leased to BELJAY ROOFING, INC., effective U4/01/2011 2. Insured is afforded Workers Compensation & Employers liability as a co- employer under the policy for employees leased from AMS. ADDITIONAL B4SURED: INSURER LETTER: BIIY OF MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2nd AVE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAR 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL ICE NO OBLXNATION OR WIBI iTY OF ANY KIND UPON THE INSURER, RS AGENTS CR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE _q ° –.—� ACORD 25-5 (7/97) ® ACORD CORPORATION 1988 CERTIFICATE OF LIABILITY INSURANCE EMPLOYEE ROSTER Certificate Number: AC11- 11501152- 992143 Attached roster includes employees paid through 04/03/2011. To verify employee's who may have been added since 04/03/2( please call 1-800-728-0623. * Please note employee roster for this client is updated on a WEEKLY basis. Employee List: CURTIS, STEPHEN HUGHART, PAUL VERAS, JULIO ZEFERINO, GUILLERMO ZEFERINO, JUSTINO ZEFERINO, MANUAL 4/7 /2011 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION 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, Fl 33138 iCcnP Re: Owner's Name: Date: Property Address: g 1 OS- - t1- U.) • ?- hef &t/@ Roofing Permit Number: Dear Building Official: building because: va • rem taxation. /1 lain ; .s Gas i &.s` 33/W certify that I am not required to retrofit the roof to wall connections of my The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions dition of the South F uilding Code (1994 SFBC) Print Name Signature State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this E o day Notary Public, Sate of Florida at Lar .`�i0�{tY PL �'' o •`�: ALEJSNDRA BRITO .� � a, My Comm. Expires Jun 10, 2014 Commission # DD 1000541 • When the just valuation of the structure for pu SFBC. Then you must provide a building ap Revised on 5/21/2009 of ad valorem ,000.00, and the bufding was not constructed + F: nor a 1994 on from a General Contractor for the Roof to WaU connection Hurricane Mitigation. 1 Miami -Dade My Home My Home tang .a•e ov Show Me: Property Information Search By: Select Item ■ Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 1- 3101 - 033 -0670 Property: 4 ',. NW 2 AVE Mailing .IANE M PEREZ JTRS Address: - I CAAMANO JTRS `� ` • .K NW 2 AVE MIAMI FL ' -E1.1 ,s KK 150- Property Information: = i i + SINGLE FAMILY i' SIDENCE =III ,• «,1 RESIDENTIAL - INGLE FAMILY 1-'71 988 MMENINIMINIIIIMMENNE i:Tr tgrwri. mi♦ a .:a `� ` • .K 2:101:'""! 11,518 ' -E1.1 ,s rEIMININIz 300 SO FT 7'=• --7.ii 1950 IAMI SHORES SEC 6 B10- 39 LOT 13 &W112 egal OT 14 BU( 132 LOT I. ,. ption: '- IZE 75.000 X 124 COC 6448 -2188 06 2008 3 • R 27471-1329 1010 30 Assessment Information: ear. 2010 2009 1-'71 988 , E:KL, i:Tr tgrwri. mi♦ a .:a `� ` • .K $189,568 ' -E1.1 ,s . r, . 76,593 $189568 Y414 -- K, Exemption Information: aniMiMi 2010 2009 s'. t $25,000 MEM m r d Homestead: ® Taxable Value Information: ►� 2010 2009 axing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: egionai: $139568 `� ` • .K $139 568 . r, . 76,593 $50,000/ r K, $139 566 $25,000/ $164,566 ".r . •K Sale Information: 0 le Date: 10/2010 le Amount: 102,550 ACTIVE '70CiL:'SELECT''.; 4tctqta n' Aerial Photography - 2009 0 MISIMMIIIMII 113ft My Home 1 Property Information !Property Taxes I My Nelghborhood 1 Property Appraiser Home! Using Our Site !Phone Directory I Privacy! Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp Page 1 of 2 Legend N eBooundperty ary Selected Property • Street Highway Miami -Dade County Water we • 4/8/2011 Miami -Dade My Home le O/R: 27471 -1329 es ransaction involving Hated parties (family, 0 u :li lam' «• •.• : e, business, :.�•i•,r• - . View Additional Sales Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Page 2 of 2 http: / /gisims2. miamidade.gov /myhome /propmap.asp 4/8/2011 c •. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section A (General information) Master Permit No. Contractor's Name A1O1y ��.7440 i%�.r� I _ wN✓ Job Addr 0 ❑ New R Low Slope Ro Sketch Roof Plan: IIIu Include dimensions o parapets. Process No J 797 y Nl {q Yr APR 082011 +r• Y: I Low Slope 0 Mechanically Fastened Tile IV/Mortar /Adhesive Set T Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shake. Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE rof Reroofing ❑ Recovering ❑ Repair ❑ Malntenani ROOF SYSTEM INFORMATION If Area (SF) Steep Sloped Roof Area (SF) Total (SF) 0 l&).4 223 Section R (Roof Plan) state all levels and sections, roof drains, scuppers, overflow scuppers and overflow f sections and levels, clearly identify dimensions of elevated pressure zones and Ioc o a Miami Sfr6,res !tillage 6. "Er u k (JI ISUF3JFCT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS CO 661 a cc se old 1- EL Lu z Z N BLDG DEPT iflt% et itt FLORIDA BUILDING CODE — BUILDING I iI Roof Systein MIAMI•DADE nikliVering Excellence Every Roof System Manufacturer: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System MONIER LIFETILE LLC Notice of Acceptance Number (NOA): [ 07- 1023.12 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: - 45.1 P 2: -78.6 P 3: 116.2 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. Roof Slope: Roof Mean Height: "/12" Method of Tile Attachment: ft. -- Adhesive, Medium Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: —3" face 26 ga. -- -- Galvinized Metal -- 1 -1/4 RS NAIL 4 "OC Hook Strip /Cleat gauge or weight: 1— Select Hook Strip -- Deck Type: - -5/8" Plywood -- Optional Insulation: NA Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: ASTM D226 30# FELT Fastener Type for Basesheet Attachrnent: 1 -1/4 RS NAIL 6 "OC @ LAP 12 "OC ©FIELD Tile Underlayment (Cap Sheet ) Type: ASTM 90# FELT Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV Tile Profile: ATLANTIS 9" CONCRETE TILES Section E 2 MIAMIDE "Delivering Excellence Every Day" IVIlami-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: P 3: -45.1 -78.6 -116.2 x x x 0.208 0.208 0.208 9.381 - Mg: - Mg: - Mg: 6.11 6.11 = Mr1: = Mr2: = Mr3: 10.24 18.06 < 40.4 5 44 NN:AA Mf 0. < H40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile 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 each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: x x I: x I: Description X w: x w: w: - W: - W: - W: x cos 0: = Fr1: x cos 9: ni = Fr2: x cos 0: F71 = Fr3: Where to Obtain Information to complete tile calculations Symbol Where to Find 5 NOA F' NOA F' NOA F' Design Pressure Mean Roof Height Roof Slope P1 or P2 or P3 H Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Restoring Moment due to Gravity Attachment Resistance Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Calculated Product Approval (NOA) Calculated Product Approval (NOA) Tile Dimensions I = length w = width Product Approval (NOA) [8dnall @16" EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attadiment: Section C MiAMII- COE:INTY Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) ”Delivering xce e Fill in the specific roof assembly components. If a component is not required, insert not applicable (nia) in the text box. ROOF SYSTEM MANUFACTURER: Product Approval (NOA): 07- 1219.Uy System Type:. Gaf Material corp Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.2 (P2) Perimeters: (P3) Comers: psf psf psf Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: " 12 Roof Mean Height: No Yes Parapet wall Height: Psf —5 /8" Piywood- 16 " o/c na Vapor Barrier: Anchor Sheet: NA Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of PIy(s): GAF BASE SHEET #75 (1) PLY Base Sheet.Fastener / Bonding Material: 1 -1/4 RS NAIL & TIN CAP 1 -5/8 Ply Sheet(s) & No. of PIy(s): GAF PLY 4 (2) PLIES PIy Sheet Fastener / Bonding Material: Top Ply: Top Ply Fastening / Bonding Material: Hot Mop Asphalt type lV Surfadng: granules SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: J Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single PIy Membrane Fastening / Bonding Material: ° 1/2 Sheet Width: © FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter ° o/c Laps & " o/c © Laps & 3. Comer. i%+ ° o/c Laps & NUMBER OF FASTENERS PER INSULATION BOARD: 6 rows rows rows " olci " o/c " o/c 1. Field: 2. Perimeter. insulation Fastener Type : 3. Comer. WOOD NAILER TYPE AND SIZE: 11x8 fasdal board Wood Nailer Fastener Type and Spadng: 11 -1/4 RS NAIL @ 4" -- SELECT PARAPET WALL COPING MATERIAL- Coping Material: Coping Size: Hook Strip Size: Parapet Coping Metal Attacbm - SELECT COPING METAL SIZE OR THICKNESS- -SELECT COPING METAL HOOK.STRIP SIZE- nt: Page l of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable. Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Fl ashing,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 ►SOS :111 and Chapter 16. 4431 Cfr 6/ 'ter .1 il/ Far pet�,'allI wirg &dielan RoofHeight r42 Ft. fir kfer-1"£ -_i it 3{ , 26 6. &,f14/RA/197 -_;,- -rxri- . IA A's ' 7k 0 2 g'(d . C . P 6 C. el-p..e. 6ftc, . e e 1,,efr 4r v-e 6 ii:). e ‘,A.,-4,.,0.7 6►► ©Rem 1_47,'06a Page 3a cr nn-1 UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems Roofing Systems See General information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 Class A 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type 01 or "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perliteipolyisocyanurate composite, perlite/urethane composite, wood fiber/polyisocyanurate composite, phenolic, 2 -in.. maximum. Ply Sheet: -- Two or more plies Type 01 " GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", "GAFGLAS Ply 6 ". Sheet" or "Tri-Ply Cap Sheet: --- One ply Type G3 "GAFGLAS Mineral Surfaced Cap Mineral Surfaced Cap Sheet". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): _ Red rosin paper, nailed to deck. Base Sheet: -- One ply Type G2 " GAFGLAS #75 Base Sheet" or "Tri-Ply #75 Base Sheet" (may be nailed). Ply Sheet: --- One or more plies Type 01 " GAFGLAS Ply 4" or "Tri PIy Ply 4" or GAFGLAS Ply 6 ". Cap Sheet : -- One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". GAF FOUR (4) PLY BUILT UP ROOFING SYSTEM NAILABLE DECK 12 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET N-B-4-M NAILED STRATAVENT® NAILABLE NAILED NAILED NAILED NAILED NAILED #75 BASE SifEr 80 ULTIMA' BASE SHEE I MODIFIED BASE SHEET PLY 4 w/SHEATHING PAPER FLEXPLY" 6 w/SHEN HI% PAPER SAFMNITRIALS CORPORATION GENERAL Safety: Refer to Section Section 1.06. DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION IS READ, UNDERSTOOD AND IMPLEMENTED. MATERIALS 'Material Requirements per 100 sq. ft.: Asphalt (per ply) 25 Ibs. (1.22 kg/m') Base Sheet 1 ply Ply Sheets 2 plies Cap Sheet 1 ply GUARANTEE SPECIFICATIONS INTERPLY PLY 4 PLY 4 PLY 4 PLY 4 PLY 4 JNTERPLY SURFACING PLY 4 CAP SHEET : pLy 4 CAPS-JET PLY 4 CAP SHEET PLY 4 CAP SHEET PLY 4 CAP SHEET PLY 4 CAP SHEET 15 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEE SPECIFICATIONS (WEST ZONE ONLY) BOTTOM SHEET ATTACHMENT NAILED NAILED NAILED NAILED NAILED SPEC# N-13-4-M/P6 BASE SHEET STRATAVENT® NAILABLE #75 BASE SHEET #80 ULTIMA BASE SHEET MODIFIED BASE SHEET FLID<PLY" 6 w/SHEABING FAPER INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 Built-Up Roofing Systems 310 INTERPLY FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 FLEXPLY 6 SURFACING CAP SHEET CAP SHEET CAP SHEET CAPSHEET CAP SHEET S.cenon C ,•I jr•l. :t erir7,1: F.er4 iiom e 1 ve,r•a.- 1f.); •. Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box. Top Ply: GAF MINERAL CAP SHEET Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) ROOF SYSTEM MANUFACTURER: Product Approval (NOA): Gaf Material Corp [07:1219.09 System Type: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: -49.2 (P2) Perimeters: (P3) Corners: psf -85.6 -124.3 psf psf Maximum Design Pressure From NOA: Roof Slope: 52.5 " : 12 Roof Mean Height: psf 14 Parapet Walls: No 0 Yes Parapet wall Height: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: - -5/8" Plywood -- 16 " olc ft. A SAME Fire Barrier: NA Vapor Barrier: NA Anchor Sheet: GAF GLASSBASE 75# Anchor Sheet Fastener / Bonding Material: 1 -1/4 RS NAIL AND TIN CAP 1 -5/8 Insulation Base Layer Size & Thickness: rSO INSULATION 1" 4X4 Insulation Base Layer Fastener / Bonding Material: HOT MOP ASPHALT TYPE IV Insulation Top Layer Size & Thickness: NA. Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): [GAF STRATAVENT 1 PLY Base Sheet Fastener / Bonding Material: 1 LAID LOOSE PIy Sheet(s) & No. of Ply(s): GAF PLY 4 (3) PLIES PIy Sheet Fastener / Bonding Material: HOT MOP ASPHALT TYPE IV ft. Top Ply Fastening / Bonding Material: [HOT MOP ASPHALT TYPE IV Surfacing: GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA Single Ply Sheet Width: No. of Single PIy 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: " 1/2 Sheet Width: NA NA NA FASTENER SPACING FOR BASESHEET ATTACHMENT 0 SINGLE PLY MEMBRANE ATTACHMENT 1. Field: 2. Perimeter: " o/c @ Laps & " o/c @ Laps & rows rows " o/c " o/c 3. Comer: " o/c @ Laps & rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 'jJ 2. Perimeter: Insulation Fastener Type : 3. Comer: WOOD NAILER TYPE AND SIZE: 1 X 6 PT WOOD Wood Nailer Fastener Type and Spacing: 8D WOOD NAIL@ 16 "rt EDGE & COPING METAL SIZES: Edge Metal Material: ; —Galvanized Metal — Edge Size: Hook Strip Size: Edge Metal Attachment: —3" face 26 ga.— SELECT EDGE METAL HOOK STRIP SIZE- Coping Material: Coping Size: Hook Strip Size: Parapet Coping - SELECT PARAPET WALL COPING MATERIAL -- -- SELECT COPING METAL SIZE OR THICKNESS -- — SELECT COPING METAL HOOK STRIP SIZE -- etal Attachment: NA Section C2d MIAMI•DL COUNTY "Delivering Excellence Every Day" Miami-Dade County Building Department Electronic Application High Velocity Hurricane Zone Rig 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. 34, drip edge Cap Sheet :k Existing wood Ply IV CHAP g45�= 25 blorking ,iS ihsvIQAft) parapet WM Height ® ft. Mean Reef Height 1. UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU,R1306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 Class A 2. Deck: C -15/32 Incline: 2 Insulation (Optional): -- One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite,/urethane anurate composite or phenolic,. any thickness. composite or wood fiber /polyisocy po Ply Sheet: — Three or more plies Type Gl or " GAFGLAS Ply 4" or "Tri-Ply Ply 4" or "GAFGLAS Ply 6". Sheet" or "Tri -Ply Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, composite, perlite/urethane polyisocyanurate, urethane, perlite/polyisocyanurate 2 -ia. n�,aximnrn. composite, wood fiber/polyisocyanurate composite, phenolic, Ply Sheet: — Two or more plies Type G1 " GAFGLAS Ply 4" or "Tri -Ply Ply 4 ", " GAFGLAS Ply 6 ". Sheet" or "Tri-Ply Cap Sheet: -- One ply Type G3 "GAFGLAS Mineral Surfaced Cap Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): -- Red rosin paper, nailed to deck_ Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet" (may be nailed). Ply Sheet: ----- One or more plies Type 01 "GAFGLAS Ply 4" or "Tri-Ply Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". WHO BUILDING CODE COMPLIANCE OFFICE (BCCO) .PRODUCT CONTROL DIVISION NOTICE 01? ACCEPTANCE (NOA.) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST NAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 315 -2908 SCOPE: the use of construction This NOA is being issued under the applicable rules and regulations governing 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 Mianvi -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 detennined 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 desdriibed herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 partner. 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. Florida, and AIYVE'RTISEMENT: The NOA number preceded by the words Miami Dade County, 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 Budding Official. This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Aeebo " 1 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated • Deck Deseription: 19/32" or greater plywood or wood plank decks System Type P. Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutrm Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass Based. (optional) Underlayment or Secwrocklu. GAFGLAS® #80. ULTIMA''"' Base Sheet, STRATAVENT® Eliminator"' Base sheet: Nailable, l2.UBEROID®Modified Base Shy', RUBEBOID® 20, RUBEROID® Heat- Weld1' Smooth orRUBEROID® Heat-Weld"' 25 base shy mechanically fastened to deck as descr bed below; . 4, Fastening Options :. GAFGLAS® Ply 4 GAFGLAS® Flex Plin4 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular gyring. 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 Liu #7) Design Pressure ---45 psf, See General GAFGLAS® Ply 4, GAFGLAS® Flex PlyTm 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -Teel d #12 standard, 1114 or # 15 Screws and 3" Drill -Taco' steel plate or Drill- Teo'r"l AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows sate equally spaced approximately 12" o.c. in the field of the shut. (Maximum Design Pressure -d5 psf, See General Limitation #7) 'mot rAI M Flex Ply`P 4 6, GAFGLAS® #75 Base Sheet any of above Base at a sheets attached to deck with approved annular ring shank nails zone 9 .ca s the spacing of 9 o.c. at the 4 lap staggered and in two field. (Maximum Design Press ure -324 psf, See General X.tmitalion #7j T"c RUBEROID ®20, RITBEROID® Mop Smooth, GAFGLAS® #80ULTIMA , with 1' /„ =miler ring shank nails and base sheet attached to deck with approved 37 steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the.membrane. (Maximum Design Pressure —60 psf, See General Lir»itation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill TecTM #12 standard, #14 or # 15 Screws and 3" Drill Teo steel ply or Drill-Teen& AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced npproxi1 atel 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf,, See General Litnitati011 #7% Any of above Base sheets attached to deck.approved annular ring shank nails and:3" inverted Drill Tec'n" 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 pad; See gaseral Limiiatlois #7) NOA No.: 07- 1219.09 Excpiratlon Date: 11104113 Approval Date: 03120(08 page 17 of 19 GM.FGLASS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -Teem steel plate or Drill-Teem AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c.in the field of the sheet . (Oaxmun Design Pressure —7S psf, ee General Xbnitafcn #7j � ' MOP Ply Sheet: One or more plies of GAFGLAS. PLY 4, #80 U RUBEROID LTIMA, halt Smooth or RVBBROIV) 20 adhered in a full mopping of approved asp applied within the EVT range and at a rate of 20-40 lbsisq. (Optional) One ply of GAFGLAS® Mineral Sur Cap Sheet or Cap Sheet: ® Tc Mineral Surfaced Cap Sheet adhered in a full GAFGLAS )�n��rgyCap and at a rate mopping of approved asphalt applied within the EVT range of 20-40 lbssq. Surfacing: (Optional, required if RUBEROID4' MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following 1. Gravel or slag applied at 400 lbsfsq. and 300 lbs.sq. respectively in a flood coat of approved asphalt at 60 lbsisq. or applied in a flood coat of Leak Buster Ivlatriirg 103 Cold Process Adhesive applied at a rate of 3 galfsq• • 2. GAFGLAS'a Mineral Surfaced Cap Sheet, GAFOLAS° Energy Cap Mineral Surfaced Capshoet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. 3. Leak Bushed Matrix's 303 Premitun Fibered Aluminum Roof Wig, at 15 gal./sq. 4. Leak Bust& Matrhal4 715 , Leak Busterr" Matrb 322, TOPCOAT MB +, TOPCOAT° Fireshield Elastoineric Roofing Membrane, applied at 1 to 1.5 galfsq. . 5. Leak Bustee" Matrix l" 602 MB Xtra Elastomerie Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT° Surface Seal, TOPCOAT® Pireshiele Ito -1.5 galJnt based Elastomeric Roofing hie applied at 7. Advance Green Technologies Photovoltaic Laminate so collector auxiliary roof equipment iced in co' np manufacturer *s specifications and applicable Building Codes• Maximum Design See Fastening Above Pressure: NOA No.: 07- 1219.09 Expiration Date: 11/04(1.3 Approval Date: 03 2 /00 Page 18 WOOD DECK SYSTEM L1 frATIONS. 6 when used as a mechanically fastened base or anchor 1 A slip sheet is required with Ply 4 and Flex Ply sheet. acceptable to be installed directly over the 2. Minimum 'A" Dens DeckTm or 'Az" Type X gypsum board is wood deck. • GENERAL LIMITATIONS: Materials Directory 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing for fire ratings of' this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliant caved Product Control Approval guidelines. All other layers shall be adhered in a full mopping usiov the asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attiehed fastening pattern of the top layer applied approved asphalt, 3. All standard panel sizes are acceptable for mechanical attachment. When app panel size shall be 4' x 4' maximum. applications over closed cell roam 4. An overlay and /or recovery board insulation panel is required � the base sheet shall be If no recovery 8" insulations when the base sheet is fully diameter applied using spot mopping with approved asphalt,dowix the r of the sheet allow continuous ribbons in three rows, one at each sidelap and one le. A 6„ break shall be placed every 12' in area of ventilation. Encircling of the strips is not acceptable. shall at a placed every rate in of each ribbon to allow cross ventilation. Asphalt application of either system mtu m. m rate 12 lbs.sq. Note; Spot attached systems shall be limited to a maximum design pressure value of psi. 275 5. Fastener spacing for insulation attachmexrtAxs Application Standard Minimum If the Characteristic � �lue, as field- tested, as tested in compliance with Testing pp tested, are below 275 lbf. insulation attachment shall not be acceptable. ent is on a 6. Fastener spacing for rciechanical attachment anchor/base � � maximum esigin value listed within a specific minimum fastener resistance value in conjunction � by the Building Official, system. Should the fastener resistance be less than that required, as de near, ilding a revised fastener spacing, prepared, signed and Sealed by a Florida Re utilize the withdrawal or be submitted. Said revised fasten spacing Lxithd with Registered Roof Consultant may Application Standards TAS 105 and calculations in comp . resistance value taken from Testing pp ui�� of these areas. Roofing Application Standard F.AS 117. 7. Perimeter and cornea areas increased comply nth insulation and base sheet calculated glo da reg��� Fastener densities shall be increased fox' bon signed and Roofing Application Standard RAS 117. Calculations prepared' tint en this Florida is Professional Engineer, Registered Architect, or Registered Roof Consul applicable.) referred within this NOA, Gen�l Limits o not be on designs shall 8. All attachment and sizing perimeter Standard RAS 111 and applicable wind load requirements. conform with Roofing Application linable to sil roof pressure zones (i.e: field, 9. The maximum designed pressure limitations listed shall extrapolation shall be permitted for enhanced perimeters, and corners). Neither rational analysis, nor perimeters, extended corners and corners }. (When this fastening at enhanced. pressure zones (i.e. ' 1�' General Lhni#atlon #7 will not be applicable.} limitation is specifically referred within this NOA, cs the Florida Building products listed herein shall have a quality assurance audit in aceordan 10.. All p Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE ECOU APPROVED 11OA No.; 07- 1219.09 Expiration Date: 11104/13 Approval pate; P�e 03/08 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted. herein. 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 renews and revises NOA No. 03- 0501.05 and consists of pages 1 thro gh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: 'g /" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, plastic plate only (Table 3) Density /ft2 P), EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite N/A Minimum 1" thick N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, N/A N/A Minimum 1/2" thick EnergyGuardTM Perlite N/A Minimum %" thick N/A Fiberglas (Min. '5/16" thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in hill 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 polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® Eliminatoi'''M • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeldTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08. Page 8 of 19 Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Teets #12 standard, #14 or # 15 Screws and 3" Drill-TeeTM steel plate or Drill -Teets AccuTrac 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 PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor 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 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows • staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4. rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the Sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Teem 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 Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TeeTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® Eliminator'TM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeldTm directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq; (see General Limitation #4). Ply Sheet: One or more plies OAFGLAS® PLY 4, GAFGLAS® Flex PIyTM 6 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. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 , Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM 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. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak Buster"' Matrix"' 103 Cold Process Adhesive applied at a rate of 3 gal.lsq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS° Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. 3. Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM Matrix"( 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT' Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. MIAMt.DAD _ _ OU TY- APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Flynn 6 when used as a mechanically fastened base or anchor sheet, 2. Minimum '/4" Dens Deckm or ' /a" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 clown 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 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (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 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 #7 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 TIIIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 MIA M l•DADE 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, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 shalt 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 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing 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 Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1 =16" w= 10" 1'/4 "thick I = 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 III 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 PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page2of7 Test Agency 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. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. I, 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 -I 12 Test Name/Report - 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 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 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 Dec. 1998 March 1999 October 2007 August 2007 February 1996 April 1996 December 1996 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 3. LIMITATIONS 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.I 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 Roofmg Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.33 0.833 Table 2: Aerodynamic Multipliers - a, ft3) Tile Profile X (ft3) Batten Application N/A X (ft3) Direct Deck Application 0.208 Monier Lifetile Atlantis Shake & Slate Tile NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 7 Table 2 ":12" 3: Restoring 3 ":12" Moments due 4 ":12" to Gravity - M9 5 ":12" (ft -Ibf) 6 ":12" 7 " :12" or greater Tile Profile 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 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) 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 N/A 1 -10d 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 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 N/A Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive' 31.3` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight Polyfoam Product, Inc. Average weight per patty per patty 13.9 grams. 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - Mf (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTM 118.9' PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyPro'TM. 4 Medium paddy placement of 24 grams of PolyPro'TM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set' 39.0 5 See specific mortar manufacturers Notice of Acceptance 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 PROFILE DRAWINGS I..... ;•:::-:',::, ..., --...*:,... ',..... ,..,....„. '''..`*::....'.•‘•',Z:••... ."-::', ''',.. ... ••• ,....... -, ...::', ''",,, ''':**:,.. ''•:::',, .... --,::."7. •., <3 ',..;:,,,,.. N.::•,,,. -,..... .-";) ....'.":::;Z:::•':::', .-',...:*:.., ."',.. .:00 ••:',',.•,,,',......N.,.. :. ,„:„...., ..., ... OVERLAY -<, WATERLOCK ....... . OVERLAY •■•••••,,, ."'", • MONIER L1FETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07-1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball,, TX 77375 MIAMI -DARE COUNTY, FLORIDA , METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1503 (305) 375 -2901 • FAX (305) .x75 -29ON 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 oilier 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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, fair 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 renews NOA No.01- 0521.02 and consists ofpages I through 7 The submitted documentation was reviewed by Jorge L. Acebo. 3'-r-- NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1of7 ROOFING ASSEMBLY APPROVAL: Roofing. Roof tile adhesive Polyurethane Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for'single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foamproc RTF1000 N/A ProPack'' 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption. Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D.1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /f1.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1. Penn / Inch +0.07% Volume Change G 1 -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks • • 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date:. 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95. Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex'Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 10] 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS I20. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A14160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall' test in accordance with TAS 1.01 with section 10.4 as modified herein. 1 r F. 2 F'= MS w NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date:. 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA. that lists uplift resistance values with the use of Polypro® A11160. 2. Polypro® AHI60 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 Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing. Application Standards RAS 127. The.adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro( AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc: shall supply a list of approved applicators to the authority • having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense tinter shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. • 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack®• 30 & 100 dispensing eqUipment only. 7. Polypro® AH160 shall not be exposed permanently to starlight. 8.. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A•160 has been dispensed. • 9. Polypro® AH160 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 Profile Placement Detail Single Paddy Weight Min: (grams). Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) . #1 17 /side on cap and 34 /pan • N/A Flat, Low, High Profiles #2 24 ' N/A . ' Flat, Low, High Profiles . #3 8 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. . BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation adds system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Underlaymanl Eave course only: Ke � adhaslveapprox. 4 M. up 1) Place enough achteaiveto achieve 17to.23 OPflonal sfor square Inches In contact uilh gre pan rile s PNch eppl�tlons 2)T1 aU2M a4.Franmdeide a cover Then 1014l the the Underleymed Reines of the Pa e comse cover Ma Mutto second Mahe of pan the , are of pan Rush at ease line. Ears closure (maw shown) Weaphote Fascia Nail through plastic canon' Sheathing Optional PoMiup Mortar on edges of III Me se NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Nall through plastic award Underlaymenl 1 Paddy (Beneath 11lej Eave Course Fascia Weephole Eave closure Drip edge NOON. No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page6of7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) I x3in. Single paddy on under - layment Single paddy under tile Single paddy . on top of tile Eave course " in. X l in. medium size paddy save Fascia " course only Nail through plastic content Nall through plastic cement Single paddy under file Underiayment Single paddy between tile e ' 2 in. x 7 in. medfum she paddy eave course only Ir.x 3 in. Single 4 In. paddy on under - layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge .e' 3tn.x3in. Single paddy n underlayment Single paddy on top of tile zotiF* X'40044;4007 2In. x 71n. medium size paddy eave course only Fascia Eave Closure Eave Cause • END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05710/11" Approval Date: 04/13/06 Page 7of7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R440213.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. }'/ Aesthetics•Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. k ''��'� Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. 1 --' " ' Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5.v1 ; ' Ponding water: The current roof system and /or deck of the building may not drain well and may cause Water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. i Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overt° ed from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. _ Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be b e ' I to consid r additional venting which can result in extending the service life of the roof. h 4 \ Owner /Agent's Signature 'Date Contractor Signature / Date Revised on 7/9/2009 LD