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RF-12-351
f • '1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 176157 Permit Number: RF -2 -12 -351 Scheduled Inspection Date: July 23, 2012 Inspector: Bruhn, Norman Owner: MEDE, DUCIEU AND LEDONIA Job Address: 174 NW 106 Street Miami Shores, FL 33150 -1248 Project: <NONE> Contractor: ARPAICO INC. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360080070 Phone: (305)634 -8144 Building Department Comments FLAT & TILE RE ROOF Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 170549. Provide renail affidavit Termination bar requires fasteners at 8" on center. Counter flashing is required. NB July 20, 2012 For Inspections please call: (305)762 -4949 Page 32 of 43 RE: Permit # ieFf2 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 07--2,5 — .e6/4. INSPECTION AFFIDAVIT A 7 e— 1 / licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) License #: /3z C On or about FS 468 Building Inspector /3i-20/ /t :404,,hdid personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at /c7e71 /' /6 6 L.V (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o 53.844 F.S) Signatu State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of t974........"ii,.// :�. q 4° a 4 4 7 ;y *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make sut,�n inspecttifinS die gb1tographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection '�ip� inn shell `�`` Notary Public, Sate of Florida at Large Revised on 5/21/2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170549 Permit Number: RF -2 -12 -351 Scheduled Inspection Date: July 19, 2012 Inspector: Bruhn, Norman Owner: MEDE, DUCIEU AND LEDONIA Job Address: 174 NW 106 Street Miami Shores, FL 33150 -1248 Project: <NONE> Contractor: ARPAICO INC. Permit Type: Roof Inspection Type: Finalitnef Work Classification: Tile /Flat �// f: Phone Number Parcel Number 1121360080070 Phone: (305)634 -8144 Building Department Comments FLAT & TILE RE ROOF Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 18, 2012 For Inspections please call: (305)762 -4949 Page 10 of 27 GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS ArAtuarAs DYNATECH ENGINEERING CORP. CONCEN - �.ar_. _� m�._. ,v -. ..��- .a._ 119 METRO -DADE COUNTY PROTOCOL TAS -106 MIAMI, June 26, 2012 PERMIT No. Mr. Alcides Alvarado CLIENT: ARPAICO ROOFING. 3078 NW 13th Street, Miami, FL 33125 PROPERTY ADDRESS: Roof @ 174 NW 106th Street, Miami Shores, FL 33138 TILE TYPE /ATTACHMENT: Flat roof tile polyfoam set. Tested By. SB Testing Equipment: Humboldt Scale Model H -4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are dependent since roof condition are continuously changing due to the exposure to the element and roof top traffi Test No. 01 -08 Field 09 -14 Comer 15 -20 Perimeter 21 -23 Ridge TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING MPLY WITH time and sample c. Test Result Passed Passed Passed Passed Test Location See Sketch Below See Sketch Below See Sketch Below See Sketch Below Field Uplift Pull Test > Than 35 LBS > Than 35 LBS > Than 35 LBS > Than 35 LBS ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106 Sincerely yours, S TregA4N..d _&_144/00- ROOF SKETCH See Attached Sketch. m Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 750 West 84 Street, Hialeah, FL 33014 -3618 ® Phone: (305) 828 -7499 ° Fax: (305) 828 -9598 E -Mail: Dyntech@Bcllsouth.net won Ronya led Now P 12 17 16 8 6 2 11 20 7 2 13 18 1 /F1NoatTRToeosftAredea 9 5 2 2 15 3 4 3 14 19 10 Flat Roof Area NOT Tested. DYNATECH ENGINEERING CORP. CU ARPAICO ROOFING. SCALE: X PROJECT: Roof ® 174 NW io6th Street Miami Shores, FL 33138 DATE: o6- z6-zo12. 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 B G PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: /74' iC6W /a6 6, `/- RECEIVEI APR 2 7 2012 Y FBC 20 Permit No. Master Permit No '. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building - Historically Designated: Yes - NO Flood Zone: OWNER: Name (Fee Simple Titleholder): P(..-)./ CONTRACTOR: Company Name: / RPSI ' c c... Address: t 9c, 78 (.94 7 ` 9 a Zip: 33 /Z�- City: �-�"{ e:%c....�r State: Qualifier Name: % j2, , t d4 �� Phone #: State Certification or Registration #: / 3* i Cdr: Certificate of Competency #: Contact Phone #: () Pte' Y l %'f Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 7J0 Square/Linear Footage of Work: CV Type of Work: O yp Addition DAlteration ONew ORepair/Replace Demolition Description of Work: Phone #:�9� l Y AL, G - %/% i€de/' * r ***** ' - .. , t+ Y**ie**+4aU****,+eir*+t r*9e9 ***F aY*9e9e3rde* *arde**sYtk* 9e9c9rde4c*4e3e ****tY****3csY****iYtkdr*** Submittal Fee $ °' Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Notary $ Technology Fee $ Scanning Fee $ 00 Training/Education Fee $ Double Fee $ Structural Review $ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In absence of su f posted notice, the inspection will not be approved and a reinspection fee will be charged. S gna 7 - ' Mer or The foregoing instrument was : ckn. ledged b .'. re me this The foregoing . s trument was ac d before me this 27 day of Mr"— ,20 i Z, by _ day of , 20 11- by /: Ic..i 1'4 V .> .' who is personally known to me or who has produced who is pers s . y known to me or o has produced p As identification and who did take an oath, APPROVED BY as identification and who did take an oath. Plans Examiner NOTARY PUBLIC: otary bl ' TO �TF roYierhoy0Wot Florida °" Commis I e's J o 10 201 swn # Do 1000541 4 Structural Review Clerk (Revised 3 /12 /2012XRevised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Tile Roof System MIAMI "Delivering Excellence Every Day" Roof System Manufacturer: RECEIVED APR 2 7 2012 BY Miami-Dade County Building Department Electronic Application Section D Sloped System Tile Roof System [MONIER LIFETILE LLC Notice of Acceptance Number (NOA): 07-1023.07 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -45.1 P 2: -78.6 P 3: 8W3,11 CT TO COMPLIANCE WITH ALL FEDERAL ND COUNTY MILES AND REGULATIONS Maximum Design Wind Pressures, (From the NOA Specific system): 45.5 psi Fill in the specific roof assembly components If a component is not required, insert not applicable (n/a in the text box. Roof Slope: 4 Roof Mean Height: "/12" Method of Tile Attachment: ft. —Adhesive, Medium Paddy Polyfoarn Polypro- Altemate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: —3" face 26 ga.-- —Galvinized Metal-- [1-1/4 RS NAIL 4"0C Hook Strip/Cleat gauge or weight: —_Select 1-look Strip — Deck Type: —5/8" Plywood-- Optional Insulation: 1LNA Optional Nailable Substrate: I NA Optional Nailable Substrate Attachment: I NA_ Basesheet Type: ASTM D226 30# FELT Fastener Type 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: [HOT MOP ASPHALTTYPE IV Tile Profile: VANGUARD ROLL CONCRETE TILES Section E 2 MIAMI- DE N "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: xX P2: ,...48.6 x?v P 3: - 116.2` x ?. 0.289 0.289 0.289 13.03 - Mg: - Mg: - Mg: 5.87 = Mr1: = Mr2: = Mr3: 7.16 16.85 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf 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: xl: x 1: x l: x w: x w: x w: - W: - W: - W: x cos g : =Fr1: x cos 9: = Fr2: x cos 0: = Fr3: Where to Obtain Information to complete tile calculations Description ! Design Pressure Symbol Where to Find 5 NOA F' NOA F' NOA F' P1 or P2 or P3 Mean Roof Height Roof Slope Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Calculated Product Approval (NOA) Calculated Average Tile Weight Tile Dimensions W I = length w = width Product Approval (NOA) Product Approval (NOA) MIAMhD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST TLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lffetile, LLC 200 Story Road Lake Wales, FL 33898 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: Vanguard Roll 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 NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20107 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing. Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, 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 Test Applicant Dimensions snecificatioms Monier Lifetile LLC 1= 16 -1/2" Vanguard Roll Tile w = 13" Y2" thick Trim Pieces Product Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Test Identifier Test Name/Report 0 Date 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing PA 101 (Adhesive Set) 94-084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 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. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -760 25-7183-1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 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) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25-7804b-8 25-7804-4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 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 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Ilene Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X ft3) Tile Profile X (�) Batten Application 0.266 A. (ft� Direct Deck Appllcation 0.289 Monier L1fetlle Vanguard Roll Tile Tile Profile 2 ":12" Table 3: Restoring Moments due to Gravity - (ft -Ibf) 6 ":12" 3 ":12" 4 " :12" 5 ":12" 7 ":12" or greater Monier Lifetile Vanguard Roll Tile Battens 5.30 Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens 6.03 5.24 5.97 5.16 5.87 5.05 5.75 Direct Deck 4.92 5.60 Battens 4.78 Direct Deck 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19132" plywood) Battens Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 . 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 . 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as .a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier L fettle Vanguard Roll Tile Adhesive 26.1' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company ilieBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTM 86.61" Polyfoam PolyProTM 45.5b 3 Large paddy placement of 54rjrams of PolvProTn". 5 Medium paddy placement of 24grams of PolyProT"". NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - M, (fit -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the .manufacturer's name or logo as shown below, or following statement: "Miami Dade County Product Control Approved ". VANGUARD ROLL MOMERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARE (POMPANO, 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- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 � I5I 12 QaVICk_ 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 No. 1, FEB 2 3 ;c L B Y: ae ►nmm�mma0000000 Rd -l2 -11 Master Permit No. Permit Type: BUILDING ING ROOFING /' q OWNER: Name (Fee Simple Titleholder):' /C� °�C6j( /1e'Cphone #: (J 75 / °2 33 Address: City: /1/ .- 4 ( J' , /741 � /O 1V State: Zip: 33/ 2j Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: / 7,/ City: Miami Shores County: Miami Dade Zip: --,3/5.0 Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: .._?C+ % 6 A.)4."'i1 / 3 S City: tie ,4 el.' State: • Qualifier Name: /Q�;� ES e.- ✓4 ■/79 State Certification or Registration #: 7.5-3 Certificate of Competency #: '5/75 t)c3 /3. Contact Phone#: 3 o / 74.-11 Email dress: DESIGNER: Architect/Engineer: -- ,4R C7474 NO Flood Zone: . Phone #: (3) 6341-g, Zip: ,33/,2 S' Phone #: (3) 63 Li' ®'7' Value of Work for this Permit: $ ° Type of Work: °Addition Description of Work: Phone#: 11A - Square/Linear Footage of Work: °Repair/Replace .dr.) °Demolition * * * * * * * * * * * * * * ** Fees * * *" tJ ** o ** * **** **** **** ** ********* - **x +x+x 4c ** Submittal Fee $ Permit Fee $ (_ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ lr 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, BOIT.RRS, 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 t ' absence of such pasted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of 23 , 20 12- by c who is personally known to me or who has produced As identification and who did :1' e an oath. NOTA Y ' UBLIC: Sign: ���`r� - Print: �h,���id ' �1.Gl' t My Comm s4 ep:My Comm. pires Jan 27, 2013 11 crr Commies on # DD 848015 `'4,r„■;0- Bonded Through National Notary Assn. * * * * * * * ** APPROVED BY tgnature Con ' actor The foregoi , g instrument was cknowledg - d before me this day of , 20 /1_, by r:"-v- ( who is personally known to me or who has produced as identification d who did take an oath. NOTARY ' UBLIC: Sign: Print: My Commi * * * * * *s:+x*,x+x* x*** *,x ** * *** * *+i,**** **+x+>,a *** ***+r' * ***** **** Plans Examiner Structural Review (Revised 07110 /07)(Revised 06 /10/2009)(Revised 3/15/09) V lett MEW itL�'FfP:.4 • e;.�: Notar Public - State of Florida • •j My Comm. Expires Jan 27, 2013 •• �:� Commission # DD 848015 ;i P Bold Through National Notary Assn. Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 CFN 2012Rt s : 2 3869 OR Bit 2833$2 E`s 3403; (fps) RECORDED 03/29/2012 14 :15:10 HARVEY RUVINF CLERK OF COURT MIAMI —DADE tOUNTYr FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be property, and in accordance with Chapter 713, Florida Statutes, the folkq is provided in this Notice of Commencement. 1. Legal description of property and street/address: Space above reserved for use of recording office r" 2. Description of improvement 3. Owner(s) name and address* Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number: Air allow Nem wd...-.11ff.rrnmmIl_.=rJatri �ltI /9- rr ' c 30,7 _ ` ..- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number als 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' A Prepared By Print Name Title /Office STATE OF FLORIDA orized Officer /Director/Partner/Manager Prepared By Print Name Title /Office COUNTY OF MIAMI -DADE E The foregoing instrument was aaloWcleo before me this Z 1 day of t4A G 2 By C ❑ Individually, or ❑ as for j .Rersonally known, or l produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief, Signature(s) of Owner(s) or Owner(s)'s Authorized Officer /Director/Partner /Manager who signed above: By By 123.01 -52 PAGE3 3/10 287679 -6 BUSINESS NAME / LOCATION ARPAICO INC 3078 NW 13 ST 33125 MIAMI THIS IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 300975 -0 STATE# CCC1326655 FIRST - CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER ARPAICO INC Se19VeSPEGIA T" BUILDING CONTRACTOR WORKER /S THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES. NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING : LAWS OF THE COUNTY OR CITIES. NOR IT EXEMPT THE HOLDER 'FROM ANY OTHER ARPAICO I N C PERMIT OR LICENSE REQUIRED BY LAW. THIS IS ALCIDES ALVARADO NOT ALDERS QUAUF OF 3078 N W 13 S T THE HOLDERS QUAUFICA• TIONS. MIAMI FL 33125 DO NOT FORWARD PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 07/08/2011 600400Q0394 000045. 00 SEE OTHER SIDE 111 1) 11111111111111 111IIIIIII11111.111111111111 III 111tIC1 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 03/20/2010 EXPIRATION DATE: 03/19/2012 PERSON: ALVARADO ALCIDES D FEIN: 650404307 BUSINESS NAME AND ADDRESS: ARPAICO INC 3078 N.W. 13 STREET MIAMI FL 33125 02 -26 -2010 SCOPES OF BUSINESS OR TRADE: 1— ROOFING * IMPORTANT: Pursuant to Chapter 440. 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.051121, F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (850) 413-1609 ACORD CE PRODUCER CHAPLAN AND CASTRO INSURANCE 2552 NW 7Th STREET MIAMI, FLORIDA 33125 RTIFICATE OF LIABILITY INSURANCE INSURED ARPAICO INC 3078 NW 13th STREET MIAMI, FLORIDA 33125 COVERAGES INSURER F THE POLICIES OF INSURANCE LISTED 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 LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD'L LTR, INSRD DATE (MM /DD/YY) 12/22/2011 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BEL ?W. INSURERS AFFORDING COVERAGE NAIC # INSURERA;rBURLINGTON INSURANCE CO INSURER B, INSURER 0: INSURER 0: INSURER E: TYPE OF INSURANCE GENERAL LIABILITY Q COMMERCIAL GENERAL LIABILITY 00 CLAIMS MADE © OCCUR POLICY NUMBER GEN'L AGGREGATE LIMIT APPLIES PER,' 0 POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULED AUTOS ❑ HIRED AUTOS • NON OWNED AUTOS 0 16B007483 POLICY EFFECTIVE I POLICY EXPIRATION DATE (MM /DD/YYY) DATE (MMfDD/YY� 12/22/2011 LIMITS EACH OCCURRENCE DAMAGE T0 RENTED PREMISESjEa occurence) 12/22/2012 MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE L 3 300.000 100.000 5.000 300.00Q 300.000 PRODUCTS • COMP /OP AGG 00.000 GARAGE LIABILITY • ANY AUTO ❑ EXCESS LIABILITY ❑ OCCUR ❑ CLAIMS MADE • DEDUCTII3LE • RETENTION WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person),, BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE TOW ['WA a' ?RH- / E.L. EACH ACCIDENT E.L. DISEASE'- EA EMPLOYEE E.L. DISEASE • POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES / EXCLUSIO S ADDED BY ENDORSEMENT / SPECIAL PROVISIONS ROOFING MIAMI SHORE VILLAGE BUILDING DEPARTMENT 10050 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33138 ACORD 25 (2001/08) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE tEF BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY 'ND UPON THE INSURER, IT AGENTS •R REPRESENTATIVES. AUTHOR! ESENTATtVE ACORD CORPORATION 1988 Miami Shores Viiia 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 6-72" 6/ Re: Owner's Name: Property Address: /7`f Io6 Date: 2" 2` 2 a I/ Roofing Permit Number: Dear Building Official: I % C. if (- `c,,x- certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature D Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the abo v e property perty mentioned. Sworn to and subscribed before me this 41 day of f bl4 Notary Public, Sate of Florida at Large \\ 11 h . When the just valuation of the structure for purpose of ad valor• m taxation is equal to lye SFBC. Then you must provide a building application from a General Contractor for thee. Revised on 5/21/2009 ,�;o.a° P`ta, VILMA D. ALVARADO r° tl. ;, No tary Public - State of Florida • a My Comm. Expires Jan 27, 2013 ,,±�qr Commission # DO 848015 " "��e "'O` Bonded Through National Notary Assn. more than $300,000.00, nd the building was not constructed with :C nor a 19 oof to Wall connection Hurricane Mitigation. Property Information Map My Home Miami -Dade County, Florida ade. ov Property Information Map Aerial Photography - 2009 0 28 ft This map was created on 2/29/2012 12:11:07 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 Summary Details: Folio No.: 11- 2136 -008 -0070 Property: 174 NW 106 ST Mating DUCIEU MEDE &W Address: LEDONIA Living Units: 174 NW 106 ST MIAMI Act Sq Footage: SHORES FL Lot Size: 33150 -1248 Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Act Sq Footage: 1,635 Lot Size: 9,150 SQ FT Year Built: 1950 $50,000/ $103,425 DUNNINGS MIAMI City: SHORES EXT 4 PB 48- Legal 20 LOT 7 BLK 204 LOT Description: SIZE 75.000 X 122 OR 1 9079 -1 144 04 2000 6 OR 19079 -1144 0400 03 Assessment Information: Year: 2011 2010 Land Value: $44,981 $50,143 Building Value: $126,522 $126,639 Market Value: $171,503 $176,782 Assessed Value: $153,425 $151,158 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 $60,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Other disqualified Value: Value: Regional: $50,000/ $103,425 $50,000/ $101,158 County: $50,000/ $103,425 $50,000/ $101,158 City: $50,000/ $103,425 $50,000/ $101,158 School Board: $25,000/ $128,425 $25,000/ $126,158 Sale Information: Sale Date: 4/2000 Sale Amount: $60,000 Sale O /R: 19079-1144 Sales Qualification Other disqualified Description: View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 2/29/2012 ARPAICO INC ROOFERS PROPOSAL/CONTRACT ROOFING CONTRACTORS LICENSED & INSURED COMMERCIAL — RESIDENTIAL Tel: (305) 634-81-44 3078 N.W. 13 ST. LIC # 1326655 MIAMI ,FL 33125. Proposal submitted to: DELICIELIX MEDE Date: 3/2/2012 Street: 174 N. W. 106 TR. Home: 305- 759 -2433- City: MIAMI SHORE, FL 33150 1-ax: 30b -/59 -2433 We Hereby Submit Specifications and Estimates for: Description of Work to be performed: Arpaico Roofing Inc. would like to thank you for giving us the opportunity to evaluate and estimated your roofing needs at the above address. 1.- Tears off down to the wood deck or smooth workable surface. 2.- Replace all rotten wood of the existing roof. 3.- Install one ply #30 felt ASTM and TIN CAP 4.- Install one ply #90 Mopping mineral surfaces. 5.- Furnish and install all new metal roof accessories using not less that 26 gauges galvanized. 6.- Furnish and install pipes roof penetrations flashing with approved lead sleeve -type 7.- Install new eave drip 26 gauge - galvanized metal over the anchor sheet at fascia perimeter 8.- Starting at the low point of the roof, TILE Installation . 9.- Customer provides water and electricity 10.- South Florida Building Code Chapter 34 shall perform all work and materials in accordance 11.- with Roof System Product Control Approval & approved. 12.- Upon completion of roofing work we shall removed all debris from roof site leaving the work area and surroundings clear and in neat conditions 13.- Contractor guarantee that all materials furnished will be of standard quality, type, and conditions 14.- The contractors guarantee its work against any workmanship defects for a period of 13 years from the day of installation. NOTE; ALSO, INCLUDED FLAT ROOF TOO. WE PROPOSE hereby to furnish materials and labor- complete in accordance with above specifications, for the sum of: $7,000.00 CUSTOMER ACCEPTANCE: The above prices, specifications, and conditions are satisfactory and are herby accepted. You are authorized to do the work as specified and agree to make payments as outlined above. Date of Acceptance: 3/2/2012 u omer s ignature — rpalco/ epresen »e s IgnaTrre Permit No: 12-351 Job Name: March 3, 2012 Miami Shores Vivage Building Department Building Critique Sheet 1) Provide an executed copy of the contract. 2) Provide the complete product approval for the flat roof. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -762 -4859 OtOOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Fonn. Section A (General information) Master Permit No. Process No. Contractor's Name f.1 /� are?, c.4.9 ��G• dress / 7" /`'%w / O c:, c -A. ❑ New Roof ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 160 ROOF TYPE iffl roofing ❑ Recovering ROOF SYSTEM INFORMATION RECE D FEB 2 9 2S12 P,r 3S 3S la Mottar/ • dh ❑ Wood ' hin w 0 t u_ - J ❑ Repair Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) o I ( o � /O c00 IX 6 v • r -,- c .Section R (Roof P an) a- o Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers an o veer Forams: Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 2.F • 01 1 e. FLORIDA BUILDING CODE -- BUILDING I 1 1/4 RS NAIL & TIN CAP 1-5/8 . . Ply Sheet(s) 8 No of Ply(s): GAF PLY 4 (2) PLIES Ply Sheet Fastener / Bonding material: HOT MOP ASPHALT TYPE fk/ Section C * . . .Exceltence:Every Oay" Miami-Dade County Building Depertmerit Electronic Application High Velocity Hurricane Zone Rooilig.Berndt Application Form Section C page (LowItTope Roof Syitesne) vrrtvijq Fill in the specific root assembly components. If e comppnent Is not required; insert not applicable (n/e) in the text box. ROOF SYSTEM MANUFACTURER: [Gaf corp Product Approval (NOA): 07-1219.09 Systan Type: Wind Uplift Pressures, From RAS 126 or Sealed Calculations: (P1) Field: (P2) Perimeters psf (P3) Corners: 1124'3 pat psf tvtammuin Design Pressure From NOA: Roof Slope: psf ' : 12 Roof Mean Height: 1911111 ft. Parapet Walls: No P Yes Parapet wall Height: 1-77j ft. Deck Type: --5/8" Plywood-- support Spacing: Atternate Deck Type: Existing Roof. [SAME Ftre Barrier: olc 1 Vapor Barrier NA Anchor Sheet: Anchor Sheet Fastener f Banding Material: NA • _ NA Insulation Base Layer Fastener / Bonding Material: NA insulation Top Layer Sae & Thickness: NA Insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No, of Ply(s): CiAF BASE SHEET #75 (1) PLY Base Sheet.Fastener/ Bonding Material: 1 Hot Surfadrigl 4J ' S-INGIri- 41010#1.*t0: SIngle-Pty,-MenofacterertType: No. of Single Ply 1/2 sheets: SkIRIP;Fir 1-14.0F4PO:F0PYIWBOnd1141414041: 0 ,PASTENeR. SPAGING FOR BASESHEET ATTACHMENT p SINGLE PLY MEMBRANE ATTACHMENT 1. Field: olc @ Laps & [:3 rows 2. Perimeter. Cji.' o/c 42) Laps ¢i'zi3 rows 3. comer. no not@ Laps 41■0 rows _ o/c NUMBER OF PASTENERS PER.INSULATION.BOARO: "olc r.0.4 1. Field: 0141 2. Perimeter: CM 3. Corner Insulation -fastener Type INOGQ;NANEFIJYPE MD SIZE: 4sPadnir ED E-64. OtOnvOrMETAt.sfrs: Edge Metal Meg I !.#0702 etoi- Edge Size: Hook Strip Size:. Edge Metal 1-1 /4-8S Coping Materiel:. Coping Size: I_E0T PARAPET WALL COPING TeRJAL-- -*TO' conge,moTAL_SIZE OR ThI ESS- -SELECT COPING METAL HOOkSTRIP SIZE-- Hook Strip size: Parapet Coping Metal Aft:adamant: d • Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer: Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System EAGLE ROOFING PRODUCT Notice of Acceptance Number (NOA): 11- 0321.01 Minimum Design Wind Pressures, If Applicable (f rom RAS 127 or Calculations): P1: P2: -78.6 P 3. -116.2 Maximum Design Wind Pressures, (From the NOA Specific system): -45.5_ 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" 14 ft. Method of Tile Attachment: -- Adhesive, Medium Paddy Polyfoam Polypro -- Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: —3" face 24 ga.- - Galvinized Metal -- : Drip Edge Material Type: -- .,m Drip Edge Fastener Type: 1 -1/4 RS NAIL 4 "OC Hook Strip /Cleat gauge or weight: Select Hook Strip Deck Type: —5/8" Plywood— Optional Insulation: Optional Nailable Substrate: NA Optional Nailable Substrate Attachment: NA Basesheet Type: IASTM D226 FELT 30# Fastener Type for Basesheet Attachment: 1 -1/4 RS NAIL & TIN CAP 1 -5/8 Tile Underlayment (Cap Sheet) Type: ASTM FELT 90# Tile Underlayment Attachment Method: HOT MOP ASPHALT TYPE IV Tile Profile: _EAGLE MALIBU CONCRETE TILE <ctiofi E 2 MIAMI -QAI "Delivering Excellence Every Day" Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section E (Tile Calculations) Method 1 °Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: I x 7v P 2: -78.6 x ?. P3:'.-116.2; x.? 0.282 0.282 0.282 22.16 32.76 - Mg: - Mg: - Mg: 6.65 6.65 6.65 = Mr1: = Mr2: =Mr3: 6.07 26.11 5 Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA Mf NOA Mf NOA Mf For Uplift based tile systems use Method 3. Compare the values for P 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 I: x 1: x I: Description Design Pressure Mean Roof Height x w: x W: - W: - W: - W: x cos 0: El = Fr1: x cos 0: = Fr2: x cos 0:E =Fr3: Where to Obtain Information to complete tile calculations Where to Find NOA F' NOA F' NOA F' Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Roof Slope Aerodynamic Multiplier Job Site Job Site Product Approval (NOA) Restoring Moment due to Gravity ' Mg Product Approval (NOA) Attachment Resistance Required Moment Resistance Calculated 4 Minimum Attachment Resistance Product Approval (NOA) Required Uplift Resistance Calculated Product Approval (NOA) Average Tile Weight Product Approval (NOA) Product Approval (NOA) Page 1 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: WooJblocking, Gutter, Edge Terminations (Strippin9(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. ✓ itfiXT- Perapeti'*IIHesgttiv . FL Vie. Svetti g ,$ etc 417-4 /79 a ANA >D D'4.. t (..fv.i/Rvei.Z k ' 'L /7,,, Ls `s Page 3a Mean Roof Re irht � Ft 26'''' c.H� L,�p ro c 6n0 ,C� L�-� �`�J6,D.0 �C`.00/' SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. b, iy 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. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renaile. i ' accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. A. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewe• 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. a 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. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. 1)1- ■y 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 beneficial to consider additional venting which can esult in extending the service life of the roof. I Owner /Agent's Signature Date Revised on 7/9/2009 LD Z 20/ Contractor • ignature Date MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mitimidade,uov/buildine/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Malibu Concrete 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 renews NOA #06- 0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MIAMNDADE COUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ti ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, 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 Dimensions Malibu Concrete Tile 1= 17" w =12Y2" ''/2" thick Trim Pieces MIAMHDADE CO APPROVED 1= varies w = varies varying thickness Test Product Specifications Description TAS 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes,-ridges and valley terminations. Manufactured for each tile profile. NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inca Test Identifier PRI06178 Test Name/Renort TAS 112 Date 08/23/06 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails 94 -060B 94-084 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)EJ Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) March, 1994 May 1994 July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 The Center for Applied 25- 7214 -2 Engineering, Inc. 25- 7214 -6 Celotex Corporation 528454 -2 -1 Testing Services 520109 -2 Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations Static Uplift Testing March, 1995 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing Sep. 1998 TAS 101 Dec. 1998 Two Patty Adhesive Set System April 1999 25 -7183 March 1995 25 -7094 February 1996 25 -7496 April 1996, 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multiplier Sep. 2006 Restoring Moment Due to Gravity Sep. 2006 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 in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. MIAMNDADE COUNTY APPROVED NOA No. :11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (lbf) Length -I (ft) Width -w (ft) Malibu Tile 9.5 1.417 1.04 Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile Table 2: Aerodynamic Multipliers - A. fe) 5 ":12" Tile 7 ":12" or greater A, (ft3) a, (ft3) Direct Deck Profile Direct Deck Batten Application Direct Deck Application Malibu Tile Direct Deck Battens 0.305 0.282 Table 3: Restoring Moments due to Gravity - Ma (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min .15/32" plywood) Direct Deck (min. 19132" plywood) Battens Malibu Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8 >8 11.8 4,1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. MIAMI.DADE coUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10 /05/16 Approval Date: 05/12/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive'` 26.13 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam PolyProTM" 86.614 Polyfoam PolyProTM 46.5b 4 Large paddy placement of 54grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProm. 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". 1_1_1) EAGLE.% FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) MIAMI•DADE COUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Malibu Tile Mortar Set' 20.60 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". 1_1_1) EAGLE.% FLORIDA MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT (LOCATED ON UNDERSIDE OF TILE) MIAMI•DADE COUNTY APPROVED NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 6 of 7 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. Applicable building code in 6.1.2 Any other documents required by Building Official or App order to properly evaluate the installation of this system. PROFILE DRAWING MALIBU CONCRETE ROOF TILE, END OF THIS ACCEPTANCE . NOA No.:11- 0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 MJAMI"I71ADiE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia midade.govlbuildinst SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and fallowing 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MANMADE C • UNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves Polypro® AIII60 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 s. AH 160 N/A TAS 101 Foampro® 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 1.61bs. /ft.3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / .Inch +0.07% Volume Change ® -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.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 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 101 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 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro their tile assemblies shall test in accordance with TAS 101. AH160 roof tile adhesive with 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 101 with section 10.4 as modified herein. F' MS W 2 MIAMIDADE + MIT APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 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® AH160. 2. Polypro® A11160 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 timer 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® AH 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in fleshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A11160 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 +? AH160 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 of this system. MIAMFDADE COU APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14111 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place steep path 2cd'atbr square btchesIn contact wilhthe pan tie steep P ePPd 2) Turn covers upsidedown. Place adhesive 112 In. Tot In. From carbide edge otwvertie. Then lesion the t$e. Nal through plastic cement top portion et the eau ourse cover BH. Abut found course of pan ndcIngots l ewe ere flush pan flushaleavoflat EaveCom Weephote Pssda (+ ) Optional Pontr rallard edgesoftUe NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY MIAMFDeADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page6of7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) 0 fr • Single paddy r. 3 in. under the x 3In. 811100 paddy on under- layment Single paddy on top of file e COMM in. XT in. medium size paddy save Fascia course only MIANIIOADE COUNTY PPROYED Nall through Mastic cement Underlaymant Single paddy under the Single paddy between tile 2 in. x 7 in. medium site paddy eaVe course only at' re- In.x 3 In. Single 41n. paddyon under. layment Single paddy on top of tile kilb Era Coarse Fascia Weephole Eave cloaum Drip edge Single paddy on underiayment END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE I603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 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 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. lyit• DADEC• APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM Matrix", 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM Matrix", 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 WetMDty Roof Cement RUBEROIDD Modified Bitumen Flashing Cement LeakBusterTM Matrix", 201 Premium SBS Flashing Cement GAFGLAS6 #75 Test Dimensions Specification 3, 5, 55 gallons 60 & 100 lb. bags 5 gallons ASTM D4l ASTM D 1863 ASTM 1227 1, 5 gallons ASTM D 2824 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion Fbered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D-3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS`e Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS°s STRATAVENT® EIiminatorTM Perforated .GAFOLAS Flashing GAFGLAS® STRATAVENT® EliminatorTM Nailable RUBEROID® SBS Heat We1dTM Smooth RUBEROIDos SBS Heat- We1dTM Granule RUBEROID® SBS Heat- WeIdTM 170 FR RUBEROID® SBS Heat We1dTM PLUS RUBEROID ® SBS Heat- WeldT"" PLUS FR. RUBEROID® SBS Heat- We1dTM 25 RUBEROIDte Modified Base Sheet Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (3937") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37 ") wide 1 meter (39.37") wide 39.37" (1 meter) wide Test Snecification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM 04601, Type IL, UL Type G2 BUR Product Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT®EnergyCoteTM. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 Product RUBEROID® 20 RUBEROID® Mop Granule RUBEROIDD Mop Plus (Granule) RUBEROID® MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID ®170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID® ULTRACLAD® RUBEROID® Dual FR Vent Stacks (metal and plastic) Dimensions 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937" (1 meter) wide 39.37" (1 meter) wide 39.37" (l meter) wide 3937' (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 3937' (1 meter) wide 3937" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 .ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTMD 6163 ASTM D 5147 ASTM D 6163 ASTM D5l47 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Deseriutiou SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granule's. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built-up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4of 19 Product Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofmg Asphalt RUBEROID® MOD Asphalt, Asphalt L & Asphalt P Leak Buster"! MatriXTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield® VersaShieid® FB-1S VersaShiele FB -2S TOPCOAT® FireShield® MB Leak Buster!M MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM Matrix"! 202 SB$ Flashing Cement Leak BusterTMtrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive APPROVED Dimensions 5 gallons 100 Ib. cartons, bulk 60 Ib. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350sg ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons llons 5 gallons Test Anecifiication ASTM D2824, Type1 ASTM D312, TYpesI, II, III and IV proprietary ASTM D-412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non- fibered aluminum pigmented, asphalt roof coating. Interply mopping and surfacing asphalt. SEBS modified asphalt. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Elastomeric roofing membrane: Low VOC, fire barrier coating. Non-Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. NOA No.: 07- 1219.09 Expiration Dater 11/04/13 Approval Date: 03/20/08 Page 5 of 19 Product Dimensions Leak BusterTM MatrixTM 5 gallons 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 5 gallons 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite EnergyGuardTM Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck Prime, Dens Deck® Dura GuardTM Structodek SecurockTM Teat $pecifcatlon ASTM D 2824 Product Description Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type I roofcoating. Table 2 Product Description'. Polyisocyanutate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation, Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate/wood fiberboard composite Polyisoeyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Manufacturer (With Current NOA) BMCA GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 APPROVED FAS'T)NERS: Fastener Number 1. Product Name Drill -T=7m 1112 Standard, #14 and 1115 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM 1112 or 1114 Standard screws with AccuTrac Plate 4. Drill-Tech Galvalume Plates 5. Drill-TecTM Polypropylene Plates 6. Drill-TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Aaencv Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalumea' coated steel plate. Test Identifier J.I.2B8A4.AM J.I.3B9Q1 ;AM J.I.OD0A8.AM J.I.ODIA8.AM J.I.0Y9Q5.AM 3029832 GAF - 012 -02-02 GAF- 020 -02 -01 02 -005 02-014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 JA" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 - TAS 114 4470 - TAS 114 4470 - TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 at 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page7of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. AU 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 Minimum 1" thick N/A • N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, Minimum y2" thick N/A N/A EnergyGuardTM Perlite Minimum Y4" thick N/A N/A Fiberglas (Min. 15/16" thick) N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs/100 ft2. 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® STRATAVENTT® 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® 1180 ULT1MATM Base Sheet, STRATAVENT® Eliminatot�3 s • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROII) Heat- WeIdTM Smooth or RUBEROID® Heat- Weldrm 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex Ply'' 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 -4S psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Dam 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 -Teem #12 standard, #14 or # 15 Screws and 3" Drill -Tecm steel plate or Drill-Teem 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 PIym 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 11 /a" 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 Bay Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -Tecm steel plate or Dri11 -Teem 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 shut, (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 pe, See General Limitation 07) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM 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. (Maximum Design Pressure —75 psf, See General Limitation #7) • (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base Sheet, GAFGLAS® STRATAVENT® Eliminatorm Perforated, RU BEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 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 lbssq; (see General Limitation #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex Plym 6 sheet, #80 Ultirna, 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 Ibsisq. Base Sheet: Ply Sheet: NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: (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. Surfacing: (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 601bsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 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 Busteerm MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Busterw MatrixTM 715 , Leak BusterTM MatrixTA4 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM 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 galisq 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. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 Deck Type 1I: Wood, insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only =P (Table 3) Density /ft2 EnergyGuard?M, EnergyGuard'rM RA Minimum 1.3" thick 1, 2, or 3 1:3 f't2 EnergyGuardrm RN Minimum 1.4" thick 1, 2, or 3 1:3 ft2 EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5 thick 3 1 :3 ft2 EnergyGuardTM Perlite Minimum 914" thick 15(3.5 "), or 3 1:2 ft2 EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 1:4 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). GAF requires either a ply of GAFGLAS° STEATAVENTO 1!1lmInatorTM perforated laid dry or a layer of EnergyGuardTM or wood fiber overlay board on all isocyanurate applications. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =S, plastic plate only P (Table 3) Density /ft2 Any of the insulations listed for Base Layer, above. N/A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM High Density Wood Fiberboard, EnergyGuard''M Recover Board Minimum Y2" thick - N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Fire Barrier: (optional) FireOutTM Fire Barrier Coating, VersaShielda Non - Asphaltic Fiberglass -Based Underlayment or SecurockTh, NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 11 of 19 Base Sheet (Optional) Install one ply of GAFGLAS® #75, GAFGLASe #80 ULTIMA' Base Sheet, GAFGLAS® PLY 4, GAFGLAS® Flex Pl Yrai 6, GAFGLAS`a STRATAVENT® Eliminator Perforated(laid dry), RUBEROID® Modified Base Sheet, RUBEROID° Mop Smooth or RUBEROID ® 20 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 Ibs./sq; (see General Limitation #4). Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS® F1exPly' 6 ply sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID`s 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (See specification number for appropriate number of plies). Cap Sheet (Optional) One ply of GAFGLAS(4' 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. (See GAF application instructions for approved method of installation). Surfacing: (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 4001bssq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 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 lbslsq. 3. Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixTM 715 , Leak •Buster" , MatrixTM 322, TOPCOAT® MB +, TOPCOAT Fireshield Elastomeric Roofmg Membrane, applied at 1 to 1.5 galisq. 5. Leak Buster"' Matrix"+, 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galisq 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 : -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20 /08 Page 12 of 19 Deck Type 1I: Wood, Insulated Deck Description: 19/32' or greater plywood or wood plank System Type C: One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation for Base Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =S, platic plate only =P) • (Table 3) Density /ft2 EnergyGuardTM RN, EnergyGuardTM, EnergyGuardTM RA Minimum 1.3" thick N/A N/A EnergyGuardTM Min. 1.4" thick N/A N/A EnergyGuardTM Composite, EnergyGuardTM RA Composite Minimum 1.5" thick . N/A N/A EnergyGuardTM Perlite Minimum 3%4" thick N/A NIA Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick N/A NIA Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 • for insulation attachment. 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. Insulation for Top Layer (Table 2) Insulation Fasteners Fastener When applicable: Steel plate only =5, plastic plate only =P (Table 3) Density/ft2 EnergyGuard, EnergyGuard RA Minimum 1.3" thick 1, 2, or 3 1 :3 ft2 1,2,or3 1:3ft2 EnergyGuardTM RN Minimum 1.4" thick EnergyGuardTM Composite, EnergyGuardTM RA Composite 3 1:3 ft2 1S(3.5"),or3 1:2ft2 1,2,or3 1 :2.67ft Wood Fiber, EnergyGuardTM Fiberboard, EnergyGuardTM High Density Fiberboard Minimum 1" thick 1, 2, or 3 1:4 ft2 Minimum 1.5 thick EnergyGuardTM Perlite Minimum %" thick Fiberglas Minimum 1546" thick NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/00 Page 13 of 19 Note: Insulation panels Iisted are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® STRATAVENT® Eliminator'" Perforated laid dry or a layer of EnergyGuard"M 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. Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMA' Base Sheet, GAFGLAS® PLY 4, GAFGLAS FlexPly' 6, GAFGLAS® STRATAVENT® EliminatorTM Perforated (laid dry), RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth or RUBEROID® 20 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.. If base sheet is applied-directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; see General Limitation #4. Ply Sheet: Two or more plies of GAFGLAS® PLY 4, GAFGLAS° FIexP1y' 6 ply sheet, #80 ULTIMATM, , RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet 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 lbsisq. Surfacing: (Optional, required if RUBEROID° MOP Smooth or RUBEROIDs' 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 lbsisq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 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 BusterTM MatrixTM 303 Premium Fiberedl Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM . 322, TOPCOAT° MB +, TOPCOAT* Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOATS' Surface Seal, TOPCOAT° Fireshield° SE Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galfsq 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: -45 psf; (See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 14 of 19 Deck Type 1I: Wood, Insulated Deck Description: 's /' or greater plywood or wood plank System Type D: Insulation and Base sheet simultaneously All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer loosely laid with firmly butted joints. Insulation Fasteners Fastener (Table 3) Density /ft2 EnergyGuardTM, EnergyGuardTM RA, Minimum 1.3" thick N/A N/A EnergyGuardTM High Density Fiberboard, EnergyGuardTM Fiberboard Minimum 1" thick N/A N/A Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS® #80 Ultima ULTIMAT"' Base Sheet, GAFGLAS® STRATAVENT® EliminatorTM Nailable or RUBEROID® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened as described below; Fastening Options: Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulation in 3 rows 12" o.c. 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) Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates are installed through the base sheet and insulation in 4 rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced , approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved annular ring shank nails with a minimum embedment of 1" into the wood substrate 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) Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates in 4 rows 12" o.c. 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) Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS , GAFGLAS® FlexPlyTM 6 sheet, #80 Ultima or RUBEROID® 20adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs. /sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1S of 19 Cap Sheet: (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 -47) lbs. /sq. Surfacing: (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 BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS° Mineral Surfaced Cap Sheet, GAFGLAS° Energy Cap Mineral Surfaced Capshe et adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs.sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT° Surface Seal, TOPCOAT Fireshielde SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 16 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 1913" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: FireOuutTM Fire Barrier Coating, VersaShield®Non- Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT@ EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design .Pressure —45 psi; See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, 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 -TecTM steel plate or Drill -TecTM 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 Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID®Mop Smooth, base sheet attached to deck with approved 11/4" 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 psi; See General Limitation #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 -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 Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM 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) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: 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- Tec'rm 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) One or more plies of GAFGLAS® PLY 4, #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. (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 lbsisq. (Optional, required if RUBEROLD 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 BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal /sq. 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 BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOATS' MB +, TOPCOAT° Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOATS' Fireshield® SB Solvent based Elastorneric 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 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' / <" Dens DeckTM 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 down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibsfsq. 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 Ibf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field - tested, are below 275 Ibf. 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 THIS ACCEPTANCE NOA No.: 074219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19