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RF-10-1915Scheduled Inspection Date: January 10, 2011 Inspector: Bruhn, Norman Owner: MALMSTEEN, YNGWIE & APRIL Job Address: 1009 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: A -1 PROPERTY SERVICES & GROUP Building Department Comments January 07, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 152751 Permit Number: RF -10 -10 -1915 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050150010 Phone: (786)419 -5041 RE ROOF TILE ROOF 13" FLAT RE ROOF FLAT POLYGLASS SYSTEM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 8 of 18 OSVUnki f UCA/J( k (Print name and d cirde License Type) ture State of Florida County of Dade: Revised on 5/21/2009 JAN 1 1 2011 Li RE: Permit # — 0 1 0( 1 INSPECTION AFFIDAVIT Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: ®1 ` I O ( licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector License #: CCC 132 X26 On or about , Jam 1 l `011 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at J Y1 kI E «4s+ Muni ( (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manu (Based on 553 844 F.S) The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. - 11A Swom to and subscribed before me this I day of Liu Notary Public, Sate of Florida at Large "General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection LOCATION # OF TEST PASS # OF TEST FAIL Corner _ 11 Tests 1 Pass 0 Tests Fail Perimeter 8 Tests V Pass 0 Tests Fail Field 20 Tests V Pass 0 Tests ❑ Fail Ridge 9 Tests Tests i V Pass 0 Tests Fail Total 48 k Pass 0 Tests Ii Fail A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1roofinspection@gmail.com Roofing Contractor Al PROPERTY SERVICES LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Job Address 1009 NE 94STMIAMI SHORES 33138 Owner's Name YNGWIE & APRIL MALMSTEEN Type of Tile FLAT TILE Approximate Roof Height Z0 feet Roof Pitch 6/12 Type of access to Roof OK Approximate Square Footage of Roof 18 ft 2 Date Tested 1/8/2011 Number of Tests 48 Contact Name GEO IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS. Cordi / M ERTO CONTRERAS P.E P.E # 21522 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 Phone # (786) 419-5041 Date Installed 7066 SW 44th Street Miami, FI 33155 N Telephone (786)326 -9877 — Fax (305)485 -9011 Permit # RF -10 -1915 Required Testing Force 351bs Testing Equipment: F.G.E. 100 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor Al PROPERTY SERVICES Job Address 1009 NE 94 ST MIAMI SHORES 33138 Owner's Name YNGWIE & APRIL MALMSTEEN Type of Tile FLAT 77LE GEO Permit # RF -10 -1915 Date Installed Approximate Roof Height 20 feet Roof Pitch 6/12 Type of access to Roof Required Testing Force 35/bs Approximate Square Footage of Roof 18 ft 2 Date Tested 1/8/2011 Number of Tests 48 Testing Equipment: F.G.E. 100 Contact Name Phone #1786) 419 -5041 SKETCH OF ROOF Revised by ab, 7066 SW 44th Street Miami, Fl 33155 — Telephone (786) 326 -9877 — Fax (305) 485 -9011 OK RE ROOF TILE ROOF 13" FLAT RE ROOF FLAT POLYGLASS SYSTEM Infractto Passed Comments TIN CAP SPACEING False - Passed 4 Inspector Comments CREATED AS REINSPECTION FOR INSP- 152746. Provide a gas vent permit. Flashing at chimney is incomplete and wrong. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 153844 Permit Number: RF -10 -10 -1915 1 Inspection Date: December 16, 2010 Inspector: Bruhn, Norman Owner: MALMSTEEN, YNGWIE & APRIL Job Address: 1009 NE 94 Street Project: <NONE> Miami Shores, FL 33138- Contractor: A -1 PROPERTY SERVICES & GROUP Building Department Comments December 16, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile/Flat Phone Number Parcel Number 1132050150010 Phone: (786)419 -5041 Page 1 of 1 MIA MI• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) LL Building Products, Inc. 295 McKoy Road Burgaw, NC 28425 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shAil 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: PR1D/MD105D Power Roof Vent 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 NOA No. 03- 0306.08 and consists of pages I through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 08- 0107.10 Expiration Date: 02124/13 Approval Date: 02/28/08 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofing Sub- Category: Ventilation Material: G -90 Galvanized Steel (Aluminum Hood) TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product PR1D/MD105D Power 9.31" x 28.00" Roof Vent 0.020" thick Steel (Min. 0.028" thick for Aluminum Hood) EVIDENCE SUBMITTED: Test Aeencv/Identifer Name Renort it Celotex Corp. Testing Service TAS 100(A) 520412 October 1999 PRI Asphalt Technology TAS 100(A) LLB -002 -02 -01 June 2002 APPROVED APPLICATIONS Test Product Dimensions Specification Description Powered Roof Vent, with fan and thermostat with a galvanized or aluminum hood. TAS 100 Cutout: Vent must be place 18" from ridgeline. At chosen location and centered between two roof rafters, cut a 15" diameter hole through shingles and sheathing boards. Using marked position as center point, scribe a circle that is the same diameter as the vent throat opening. Starting with the drill hole cut vent hole. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow facing up. Make sure the throat of the vent is centered over vent hole. Fasten the base to roof decking at corners, and approx. 4" o.c. 1" from the outside edge of the flange and 1" from stack every 45° with approved roofing nails, keeping heads of nails under shingles where possible. Use a minimum of 32 nails and shall be of sufficient length to penetrate through roof sheathing a minimum of W. See details drawings herein. Seal all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature NOA No.: 08- 0107.10 Expiration Date: 02/24/13 Approval Date: 02/28/08 Page 2 of 3 LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. For PR1D/MD105D Power Vent, thermostat and wiring shall be installed in compliance with LL Building Products, Inc. published instructions, and in accordance with applicable Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. PR1D/MD105D Power Roof Vent shall not be installed on roof mean heights greater than 33 feet. .. .i. IAPPROVED� 931 i 531 DETAIL DRAWINGS PR1D/MD105D POWERED ROOF VENT L 22.41 28.00 ALL DIMENSIONS IN INCHES 28.00 END OF THIS ACCEPTANCE 4.94 NOA No.: 08- 0107.10 Expiration Date: 02/24/13 Approval Date: 02/28/08 Page 3 of 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc, 2101 West main Street Jacksonville, AR 72076 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BIB -12, BEB -12, BIB -12TR, BEB -12TR Whirlybirds 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 NOA No. 06- 0501.09 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07-0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 1 of 6 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description BIB -12 WhirlyBird® 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle 1/8" high installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BIB -12TR 12" wide at base 20 - TAS 100(A) Turbine ventilation system for tile Whirlybird® high intallation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle WhirlyBird® 1/8" high installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12TR 12" wide at base 20 - TAS 100(A) Turbine ventilation system for tile Whirlybird® high intallation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick Turbine Cap 12" dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Descr Manufacturer Asphalt Roof ASTM D 4586 Asbestos -free, asphalt based roof generic Cement cement. Asphalt Primer ASTM D 41 Asphalt Primer generic Roofing Nails Minimum TAS 114 Corrosion resistant annular ring generic #12 x VA" shank nails Sheet Metal Screws Minimum TAS 114 Sheet metal screw generic #10x 12 " NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Test Identifier ' Description Date Center for Applied MDC -117 TAS 100(A) 03/95 Engineering Center for Applied MTS - 257493B TAS 100(A) 12195 Engineering PRI Construction LOM -012 -02-02 TAS100(A) 05/21/07 Materials Technologies APPROVED APPLICATIONS Trade name: BIB -12 WhirlyBird®, BEB -12 WhirlyBird® System Type A: Mechanical attachment of turbine vent over composition shingles. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two roof rafters, cut a 12" diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved roofmg cement. Installation: Determine roof pitch in compliance with Lomanco's instructions and align roof pitch number on elbow with indicator line on flashing. Place three short screws through holes that line up with pre - drilled holes in base. Place mounting base unit flat on the shingles on its flashing, and coat underside of base flashing with roofing cement. In its pitch - adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 3 4" from edge of base per detail drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of i/i'. Apply roofing cement to underside of shingles overlapping flashing, • and press them down onto the flashing. Nail down flashing not covered by shingles ' /i' to 1" from outer edge with equally spaced ring shank roofing nails. - Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco's instructions with approved sheet metal screw. Seal all seams and nails with approved roofmg cement. Position whirlybird on the base. Line up the pre - drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Refer to manufacturers published literature Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 07 -0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 3 of 6 Net Free Area: Note: APPROVED APPLICATIONS Trade name: BIB -12TR Whirlybird ®, BEB -12TR Whirlybird® System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two rafters, cut a 12" diameter hole through sheathing boards. Installation: Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. After application of 30 lb. felt and 901b. roofing material (hot mopped) per Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in roofing membranes to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions. Prime both sides of base flashing with ASTM D 41 primer, and coat underside of base flashing with ASTM D 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 3 /4" from edge of base per detail drawing "Base ". Cut a piece of 90 lb. roofing material a minimum width of 30" x 30" and cut a 12" diameter hole in the center of the roofing material. Place the piece of roofing material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird® on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird® turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. NOA No.: 07 -0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 4 of 6 LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB -12, BEB -12 Whirlybird® turbine roof ventilators shall be installed over composition shingles roofs only. 3. BIB -12, BEB -12, BIB -12TR, BEB -12TR, Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 feet. 4. In the event of a Hurricane Warning or in the event of a high wind event with expected wind speeds in excess of 70 mph, the BIB -12TR, BEB -12TR turbine head shall be removed and replaced with the approved storm cap listed herein. Nall Every 4 - -6 O.C. Approximately 3/4 From Edge 2.679 B0 20.000 1 5 2.679 DETAIL DRAWINGS BASE 5.77 5.774 0.000 90.187 - 90.187 0.500 0.125 THRU (3 EQUAL SPACES) 1.060 NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 5 of 6 DETAIL DRAWINGS (CONT'D) 0 1 0 0 0 0 0 0 0 0 0 0 0 0 BIB -12, BIB -12TR (0 0 0 0 0 0 0 00 0 0 01 1 BEB -12, BEB -12TR END OF THIS ACCEPTANCE NOA No.: 07-0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Maxim Industries, Inc. 1630 Terre Colony Court Dallas, TX 75212 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Dade Curb -Mount & Self - Flashing Skylight. APPROVAL DOCUMENT: Drawing No. DCM -1 & DSF -1, titled " Dade Curb Mount & Dade Self Flashing ", sheets No. 1 and 2 of 2, prepared by Maxim Industries, Inc., dated 04/01/03 with no revisions, signed and sealed by Richard Boyette, P.E. on 04/10/2003, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein and the dome shall be properly marked by Sheffield Plastics. 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 NOA # 03- 0224.11 and consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. FDADE COUNTY APPROVED 0 g MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.mlamidade.sov NOA No. 08- 0219.02 Expiration Date: 05/15/2013 Approval Date: 04 /24/2008 Page 1 Maxim Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0224.11 A. DRAWINGS 1. Drawing No. DCM-1 & DSF -1, sheet 1 and 2 of 2, titled "Dade Curb Mount & Dade Self Flashing', prepared by Maxim Industries, Inc, dated 04/01/03, with no revision, signed and sealed by R. Boyette, P.E. B. TESTS 1. Test report on Large Missile Impact Test per TAS 201, Cyclic Load Test per TAS 203 and Uniform Static air Pressure Test per TAS 202 on "Dade Self - Flashing, Dade Curb mount'; prepared by Architectural Testing, Inc, report No. 01- 43381.01 issued on 01/29/03, signed and sealed by S. M. Uric, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Richard Burette, signed and sealed by R. Burette on 02/11/03 D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0709.07 issued to Sheffield Plastics, Inc. on 08/23/01, expiring on 08/27/06. E. STATEMENTS 1. Code compliance letter issued by Richard Burette, P.E. on 02/11/03, signed and sealed by R. Boyette, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0219.02 Expiration Date: 05/15/2013 Approval Date: 04/24/2008 0 0 0 0 0 0 0 Min imum #12 X 1.5" fastener by others. Pre - punched installation holes 3" from each comer, maximum 12" on center. Minimum penetration =1 ". .060" X 1.5" X 1.75" 6063 -T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ 4 corners. 49" X 97" X .118" Hyzod inner polycarbonate dome @ 4" height. NOA: #01- 0709 -07. 49" X 97" X .118" Hyzod outer polycarbonate dome @ 8" height NOA: #01- 0709 -07. OSI PR 256 urethane sealant Located between aluminum angle retainer and top dome & between bottom dome and aluminum frame. Butyl tape: 1" X .125" located between top and bottom domes. 6063 -T5 Extruded Aluminum Frame. 0.060" shape mitered and welded @ 4 corners. #12 X 1.75" Fastener. One fastener located equidistant from each corner. (Four fasteners per skylight) #10 X .375" stainless steel fastener @ 4" from each corner, maximum 10" on center. Minimum distance = 4" from angle lip to roof surface for shingles or BUR without insulation. For insulation and tile roof add tile height and insulation thickness to the 4" minimum height. All units equal to or less than 32 square feet will be accepted under this NOA. O .060" Extruded Aluminum Retaining Angle Minimum #12 X 1.5" fastener. 0 installation holes 3" from each corner, maximum 12" on center. Minimum penetration = 1". 3" Nailing Flange ® Outer Polycarbonate Dome O Inner Polycarbonate Dome Roof deck by others. Minimum thickness = 1" for 1" fastener penetration. All roof details shall comply with Chapter 15 of the Florida Building Code. Sealant Butyl Tape Sealant OS Condensation Gutter .25" Weep Hole @ 4 Corners. 0.060" Extruded Aluminum Frame 0 Fastener and flange must be embedded on silicone caulking. Dade Self Flashing Model 8" Outer Dome Height 4" Inner Dome Height #12 X 1.75" Fastener with neoprene ® gasket. One fastener located equidistant from each corner. (Four fasteners per skylight) #10 X 375" stainless steel fastener @ _ 09 4" from each comer, maximum 10" on center. Minimum distance = 4" from angle lip to roof surface for shingles or BUR without 10 A, insulation. For insulation and tile roof add tile height and insulation thickness to the 4" minimum height. riatevertantrins as eoutplyies otitta to Rafts iteMing Cede 0 2)9. oz rapireekto Dote Zo /3 ey latioad Division Date: 04/01/03 Draw. #DSF - Drawing: Dade Self Flashing Sheet#: 2 of 2 Design Pressure: 60psf +/- Max. Skylight ID: 48" X 96" Approved as areoptitiog Florida Da': Ca Date . 1? 0 NOM A Mdami el d t Con Bt• __ HR.:HARD BOYETTE FL PE # 42485 4031 COCONUT BLVD ROYAL PALM BCH FL 334 561- 790 -5766 ice.. w141 n INDUSTRIES , I N C 6170 Vanderbilt Avenue Dallas, TX 75214 Phone: 214.824.1557 Fax: 240.371.7345 0 0 0 0 0 0 0 I) Minimum #12 X 1.25" fastener by others. Pre - punched installation holes 4" from each corner, maximum 10.5" on center. Minimum penetration = 1". .060" X 1.5" X 1.75" 6063 -T6 extruded aluminum retaining angle. Aluminum angle mitered and welded @ 4 corners. 52.5" X 100375" X .118" Hyzod inner polycarbonate dome @ 4" height. NOA: #01 -0709 -07. 52.5" X 100.375" X .118" Hyzod outer polycarbonate dome @ 8" height. NOA: #01 -0709 -07. OSI PR 256 urethane sealant Located between aluminum angle retainer and top dome & between bottom dome and aluminum frame. Butyl tape: 1" X .125" located between top and bottom domes. 6063 -T5 Extruded Aluminum Frame. 0.060" shape mitered and welded @ 4 corners. #12 X 1.75" Fastener. One fastener located equidistant from each corner. (Four fasteners per skylight) #10 X .375" stainless steel fastener @ 4" from each corner, maximum 11" on center. Minimum distance = 4" from angle lip to roof surface for shingles or BUR without insulation. For insulation and tile roof add tile height and insulation thickness to the 4" minimum height. All units equal to or less than 32 square feet will be accepted under this NOA. • /,� IL A 11 O .060" Extruded Aluminum Retaining Angle O hmer Poly Dome Minimum #12 X 1.25" fastener. Q Installation holes 4" from each corner, maximum 10.5" on center. Minimum penetration = 1". Roof deck and framing by others. All roof details shall comply with _ Chapter 15 of the Florida Building Code. Date: 04/01/03 Draw. #DCM -1 Drawing: Dade Curb Mount Sheet#: 1 of 2 Design Pressure: 60psf +/- Max. Skylight ID: 51.75 X 99.75" 0 Outer Polycarbonate Dome Approved a compsbidiMilltbit Florida En;.i° l;4 N0A4 ioliarni D&45, ., Nrt Control Division Sealant Butyl Tape Sealant OS Condensation Gutter Sealant® 0.060" Extruded Aluminum Frame CO PliteeliCT MEWS, cemtPlihtg WO the Me Aaceptastee 14k ® O$_ p 2 aspiration Bette Mai Soda Maiden 4" Inner Dome Height #12 X 1.75" Fastener with neoprene V _. ^^^" ® gasket. One fastener located mmumn — equidistant from each corner. (Four � I fasteners per skylight) #10 X .375" stainless steel fastener @ _ � : r- -O9 4" from each corner, maximum 11" on center. .25" Weep ` ole 4 Comers. .o2 Z o13 Dade Curb MOUR �OYETTE PL PE # 42485 4031 COCONUT BLVD ROYAL PALM BCH FL 3341 5766 8" Outer Dome Height S. �s 1 Minimum distance = 4" from angle lip to Ak. roof surface for shingles or BUR without insulation. For insulation and tile roof add tile height and insulation thickness to the 4" minimum height. \\\\\\\ \\\\\\\\\\\\ \\\\\\\\\\\\ \ \ \\\\\ .sue`'""••••∎•∎ `'`016,.. INDUSTRIES , I N C 6170 Vanderbilt Avenue Dallas, TX 75214 Phone: 214.824.1557 Fax: 240.371.7345 ([9 (lo-- Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): \ r3V ' I p /� �C em n� !"1 Phone #: Address: tDO tile 44 �StfWf' City: 4t Y11 ayes State: Ho rirta Zip: g Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 10O 1 4. City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: A-1 Pro � Sexri Cf 3 � p Phone #: Cla.e) 4t 1 .60 Address: 109 � 14 • City: MI 0,1111 n � ��r� /, State: t� lo � W�" Zip: lUk, l / 50 �, QualifierName: \� 9 IVI J ,,'(.j Phone #: (3 1 State Certification or Registration #: Mai 254.0 Certificate of Competency #: Contact Phone #: C`€tQ 41'" 6011 Email Address: M A `-" '"1(. t t U ss' e8inati acorn DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 16 Square/Linear Fo /tage of Work: Type of Work: ❑Address (( �M �� ❑A ter `` 6 a Clew Description of Work: re I oo"P 131 13 T AI ftrt I iar F01.4811kss &is.P.m -- COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Pk Repair/Replace pROTEM Ei OCT 29 2010 610--1,Gt IS Zip: 35132 Flood Zone: 140 250 UDemolition *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees *** **** * **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ On436 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 7.0 • OLD Bonding Company's Name (if applicable) APT Bonding Company's Address City State �l1 Zip Mortgage Lender's Name (if applicable) t 1 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 AN'N'IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a, d a reinspection fee will be charged. CP APPROVED BY The foregoing instrument was ac day of oCr 0 who is perso Sign: Print: �7I Commission Expires: � 12420 M Y 0 L (Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3 /15 /09)(rev6 /4 /10) Signatur Contracto The foregoing instrument was acknowledged lYefore me this 32 yof Mr , 20 10, by .Z.I 1,.,•1 NOTARY : i;C Notary Public State of Florida • , Sa Hernandez �c Commission EE007535 111 AP ifi Al 1- 11 d► • tes issio L014 6 W1 1131244 who is personally known to me or who has produced ' 1 NOT •d- i 'f Sign: Print: My Commission Expires: / ` )j j Plans Examiner Zoning Structural Review Clerk STATE OF FLORIDA, OOU 4iY !HERE . ERTIFY that IN 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: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: WI Mtf.�l(r OnnfiVi 8 eiata8 2. Description of improvement: fP• 3. Owners name and address: 4 tSI i.I IV Apo i 1 l � i001 1 44- t ul 'i � balsW • Interest in property: Name and address of fee simple titleholder: 4. Contractor's name avid address: : ; . � 1: +111 111. �. P 1,010 NN 1 if 1 ° Nt UM . R "LP 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 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 and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 'ration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ent date jb�p:;cifi SignSture 1 Maim Print Owner's Name f Orl Sworn to and subs • • -d before e his Notary Public Print Notary's N My commission expires: 0g 123.01-52 PAGE4 8/02 TAX FOUO NO. 1 111 11111 11111 11 11111 11111 11111 1111 1 CFN 201080754232 OR Bk 27480 Ps 3973; (1Ps) RECORDED 11/05/2011) 09 :56 :25 HARVEY RUV'IN, CLERK OF COURT MIAMI -CDADE COUNTY? FLORIDA LAST PAGE Prepared IZy Pr to -- f?oJtiQPZ_ A ddress: fi / 20 M./ 71'2 Ve /bia i ) 1 FL 331 LC 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. AIM Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Ali Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. M 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. AN Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. 14 Ponding water: The current roof system and/or deck of the building may not drain well and, may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. 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. cc/ 7. 7`' "+ Ventilation: Most roof structures should have some = riIity to vent natural ai ow through the interior of the structure assembly (the building itself). The existin mount of atticenti l 'on shall not be re c ced. It may be beneficial to consider additional venting whic,; n result in a en g the service life of the Revised on 7/9/2009 LD /Owner /A ent's Signature Date Contrac r S gnpture Date Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 5/3 Floors: 2 Living Units: 1 Adj Sq Footage: 4,166 Lot Size: 34,268 SQ FT Year Built: 1939 $0/$679,609 BELVEDERE PARK PB County: 16-71 LOT 1 LESS BEG $0/$893,582 SE COR NWLY 49.3FT Legal SWLY58.6FT Description: ELY76.58FT BLK 1 TO POB & ALL OF LOTS 2 $0/$893,582 THRU 7 LOT SIZE SITE VALUE OR 20753- 3796/21654-1315 1002 5 Year: 2010 2009 1009 NE 94 ST Applied Applied Taxing Authority: Exemption/ Exemption/ 1009 NE 94 ST MIAMI Taxable Taxable View Additional Sales Value: Value: Regional: $0/$679,609 $0/$893,582 County: $0/$679,609 $0/$893,582 City: $0/$679,609 $0/$893,582 School Board: $0/$679,609 $0/$893,582 Folio No.: 11- 3205 - 015 -0010 Property: 1009 NE 94 ST Mailing YNGWIE MALMSTEEN &W Address: APRIL Qualification 1009 NE 94 ST MIAMI Description: SHORES FL View Additional Sales 33138 -2942 Sale Date: 10/2002 Sale Amount: $0 Sale 0 /R: $479,752 Sales Sales which are Qualification disqualified as a result of Description: examination of the deed View Additional Sales Year: 2010 2009 Land Value: $291,278 $479,752 Building Value: $388,331 $413,830 Market Value: $679,609 $893,582 Assessed Value: $679,609 $893,582 Miami -Dade My Home My Home Show Me: Property Information Search By: Select Item I Text only Property Appraiser Tax Estimator I Property Appraiser Tax Comparison Summary Details: Property Information: Assessment Information: Taxable Value Information: Sale Information: Additional Information: ACTS TOOL: ZOO IN Aerial Photography - 2009 My Home I Property Information I Property Taxes 1 My Neighborhood I Property Appraiser Home I Using Our Site 1 Phone Directory I Privacy 1 Disclaimer Web Site 0 2002 Miami -Dade County. All rights reserved. If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. 39 ft Page 1 of 2 Property Boundary Legend Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /myhome /propmap.asp 11/1/2010 ACORD CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDIYY) 08/30/2010 PRODUCER Serial # 124320 A&A UNDERWRITERS, INC PABLO M CONDE A052667 8796 SW 8 ST MIAMI, FL. 33174 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, ALTER THE COVERAGE AFFORDED BY THE POLIC EXTEND OR ES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED Al PROPERTY SERVICES GROUP INC. PO, BOX 667687 MIAMI, FL 33186 I INSURER A: GOTHAM INSURANCE CO. INSURER B: GATEWAY INSURANCE CO. INSURER C. INSURER D: INSURER E. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tin tin 11 NS %6 TYPE OF INSURANCE POLICY NUMBER `POLICY EFFECTIVE DATE IMM/DD/YY) POLICY EXPIRATION DATE fMMIDDIYYi LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY 2010-6887 08/30/2010 08/30/2011 EACH OCCURRENCE $ 1,000,000 DA E R o cu ante} $ 1,000,000 CLAIMS MADE OCCUR MED EXP (Any one person) $ 100,000 PERSONAL & ADV INJURY $ 1 ,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: 7 1 POLICY n JECOT- ( 1 LOC PRODUCTS - COMP /OP AGG $ 1, 000,000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) GARAGE -..� LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESSIUMBRELLA — LIABILITY OCCUR ■ CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ B WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER /MEMBER EXCLUDED? If yes, descrlae under SPECIAL PROVISIONS below WC 7000276000 07/13/2010 07/13/2011 g T ORY L,Mrrrs 1 X (ER EL EACH ACCIDENT $ 1,000, EL DISEASE - EA EMPLOYEE $ 1 , 000,000 EL DISEASE - POLICY LIMIT $ 1 ,000,000 OTHER DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ROOFERS CERTIFICATE HOLDER CANCELLATION Miami Shores Village Hall 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 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 LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE A &A UNDERWRITERS, INC "OP ACORD 25 (2001/08) C:\FMPROICERTPROS. FP5 © ACORD CORPORATION 1988 nment tiectronic Application ing Perm itM I iektices WiM tge APPROVED 9Y DATE ZONING DEPT /7 1 — ( ..i BLDG DEPT 4c -4- ci,.t [ . SUBJECT ';IO COMM oats Weft STATE AND COtOfirlAINS AND REGIAATttNS Section A Job Address: 5 MIAM I•DADE COU "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam ❑ New Roof Low slope roof area (ft. Perimeter Width (a'): • - . • • • • •. ..• O. .. • • . • • .. . • .. ... • .. ... .. • ... 1009 NE 94 St 51 it • • • .. • • • ... ... • • Miami -Dade County Building Dep High Velocity Hurricane Zone Roo Process No: rA Corner Size (a' x a'): Section A (General Information) A -1 Property Services INC Roof Category Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Other: Roof Type Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? 0 Yes ❑ No Roof System Information Steep Sloped area (ft. Section B (Roof Plan) FLAT • If yes, what type? ❑ Natural ❑ LPGX Total (ft. 5 Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. zc Tile Roof System MIAMI "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 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: Method of Tile Attachment: Monier Lifetile LLC P 1: "/12" 07- 0711.03 ft. 45.1 -- Mechanically Attached 2 # 8 screws -- Alternate Method of Tile Attachment per NOA: Medium Paddy Placement 24 grams of polypro Drip Edge Size & Gauge: Drip Edge Material Type: •• ••• • • • Drip Edge Fastener type:: • .. ••• • •• • • • •• • • • .. Hook /eat gquge,$rweighia • • • • • • • • • .. • • • • • • • • • • • • .. • • • • • • • • • • ... • • • • • .. • • • • • • • • • • • • • • • • • • • • • • . • .. • • • • .. .. ... • • • ... • • Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 3" face 24 ga. -- -- Copper -- • • • P 2: 78.6 ;IS Nails Copper -- Select Hook Strip -- P 3: 116.2 Deck Type: Optional Insulation: - -5/8" Plywood -- N/a Optional Nailable Substrate: N/a Optional Nailable Substrate Attachment: Basesheet Type: ASTM # 30 Felt Fastener Type for Basesheet Attachment: 1 1/4 R.S Nails 6" o/c @ Laps 2 Rows Tile Underlayment (Cap Sheet) Type: GAF UnderRoof 2 Tile Underlayment Attachment Method: Tile Profile: Section E 2 "Delivering Excellence Every Day" P1:I I x I: P2: P3: MIAMI -DADS COUNTY 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: P 2: P 3: 45.1 78.6 X w: x w: =1 I x W: ••• • • • • •• • • • • • • • • • • ••• • • • • • • • • • •• .• • • • • .• • • • ••• 2°*e kret4)5 ever .t le , Ir6 - (J ' i_- , ct r- 6 1J Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form x� xX • • • • • • • • • •• •• 0.313 0.313 14.11 24.60 36.37 - W: - W: - W: - Mg: - Mg: - Mg: 7.55 7.55 = Mr1: = Mr2: = Mr3: 28.82 5 5 5 40.4 40.4 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. cos 0: = Fr1: x cos 0: = Fr2: x cos 9: = Fr3 Where to Obtain Information to complete tile calculations 5 5 NOA F' NOA F' NOA P Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment ResistaDc8 • Minimum Attachnterit Resi'stanc® Required Uplift Resistance Symbol P1 or P2 or P3 H 0 X Mg Mf w— • —°•- -r __ •• • • . • . • • • • Fr • • • • • Average Tile 1 /eight : • • • • • • • • • • •• • • Tile Dimensions ' •' I = TQrr'gth w = width Where to Find Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) • • • :Tiara Dai.t'ii'ri 0004 2434 . - . 7/ . 29/2009 . 2:41:24 PM ...... . Da.p ....• .... x r " L` to . Tim e i ft A f1 1 1 . A 4' .'`t"? ir • • • • PllrBtuet• 1dft • • ••..z - • .. • .. Top iy; •' _lei SA Q r • •• T op • S • "A • • • • • • •• • • • • • • • • • • • ••• • • . • • • • • . • • • • • Florida Buildne Cods Mon Hurricane Bono Unions Foray. Section C Mooed Roof System) efeclati Roof and identify , �I Components tMe oomponentis not and, kletltByas W) System i+. : 01 2Z - I . i��o P al e �� t,�5 Design Win P 1'S ., From RAS US or c toulellona rLfii� � A, ammo, DMipn Press" Franc* NOA► Der* Slope; 7z " 17— _ Mo oriBa.sSheet4No.orPty(s 1 Bw'Irax+iMton Sim end llidmaee: M /A lea.. builidan Faaans ordre Wadi* 0 1A Top Instrilion Layer Top kaula8on Size and iA Top lawidion Pastsneribanding Materiel: m '� Bus Shed(e)& No. Of Pty (sk ) MaPitA t" Bees Most FasterrriBondfnp . __. `` k� M Piy 8heat(s)11 No. ofPly(s t] E aJ leY s;1( Faslansr Spacing for Anaborilless Attaohmotlt N OA Potion IL: we Lap, 0 taws 61 Comer:. -'oa0tap; . . t ' 0 2w tiumbar of Pastinira Par won Dowd — s ` Feld NIL PsrrrnrtorL) COMM' ai Components Noted and Dam s+s Apps: Woodbloolting, Getter, Eta Tom. Stripping, Fiesling, CanNnuous Oast, Cara Strip, Base Rip, Counter- Fes, MEW Mean Roof Height, Parspst Mohoi is Sherd FMIml ond�rlp iu�lerii Height °f Baas Flashing, Component �M►4UtttE? �k,p n. e t , Fastens, `Type, Fat= er � �� tlN� Imuladon Base Layer: A� I,� with RA$ i11 and Chapter 10. MOP o Disp. Trade Stamp Narne Tr^. 8... >... «.. .1 tcoloCtex PT E i 2009 ROOFING' in . ROOF- COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Continued ply Sheet (Optional): One or more layers " DUFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" (hot mopped or heat fused) or Type G2 base sheet (hot mopped). Membrane: "DUFLEX G FR', "POLYFRESKO TORCH FR" or "POLY - FLEX G FR" (modified bitumen), heat fused. 24. Deck: C -15/32 Incline: 1/2 Insulation: Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite /polyisocyanurate composite, perlite /urethane composite (2 in. min). Base Sheet: One or more layers "DUFLEX" (heat fused or mechani- cally fastened), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped or mechanically fastened). Ply Sheet (Optional): One or more layers " DUFLEX" (heat fused), "ELASTOBASE ", " ELASTOFLEX V" or Type G2 base sheet (hot mopped). Membrane: "ELASTOFLEX S6 G ", ' POLYFRESKO MOP" or "ELASTOFLEX VG FR" (modified bitumen), hot mopped. 25. Deck: C -15/32 Incline: 1/2 Note: Unsupported plywood joints are covered by a min 6 in. wide strip of Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet nailed in place prior to roofing. Base Sheet One or more layers "DUFLEX ", "ELASTOBASE ", "ELASTOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet (mechanically fastened). Ply Sheet One or more layers "DUFLEX ", "ELASTOBASE ", "ELASTOFLEX V" (heat fused or mechanically fastened) or Celotex GS Roofing, Tamko Asphalt Products or Black Warrior Roofing Type G2 base sheet (mechanically fastened). Membrane: "DUFLEX G FR ", "POLYFLEX G FR" or "POLYFRESKO TORCH FR" (modified bitumen), heat fused. 26. Deck C -15/32 Incline: 1 Insulation: 1/4 irt. thick G-P Gypsum DensDeck®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened. Ply Sheet: Type G2, mechanically fastened. Membrane: "POLYFLEX", heat welded. Surfacing. Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating", 1.5 gal /sq. 27. Deck NC Incline: 1/2 Barrier Board: 1/2 in. gypsum board. Insulation: Polyisocyanurate, 2 in. max. Base Sheet: One or more plies Type G2. Membrane: "ELASTOFLEX VG FR ", heat fused or hot mopped. 28 Deleted 29. Deleted 30. Deleted 31. Deck: 1-1/2 T&G , Incline: No Limitation Base Sheet Type G2, one pr more layers, hot mopped, loose bind or mechanically fastened. l Insulation: Polyisocyanurate, 1.5 in. min. Insulation: Perlite, 3/4 in. min. Ply Sheet "ELASTOFLEX V ", heat fused, hot mopped or mechani- cally fastened. 32. Dedc C -15/32 Incline: 2 -1/2 Barrier Board: 1/4 in. (min) G-P Gypsum DensDeck® with all joints staggered 6 in. from the plywood joints. Base Sheet Type G2, mechanically fastened. Membrane: "POLYFLEX G FR" or " POLYFRESKO TORCH FR ", heat fused in place. 33. Deck: Nc • • ••: • i • • • • i ILlABhe: 1/2 Insulation (Optional), • Pad ' anurate, glass fiber, perlite, wood fiber any' cpmbitSticshs,'an; tli4gst m &anically fastened. Base Slttet: lyQL G27itechsnicailytfaststed. Membrane: "POLYFLEX", "POLYBOND" or "DUFLEX ", heat fused in place. Surf g.• •300 Al (• Alt hum Iioe C6ifig at 1 -1/2 gal /sq. 34. Dec kiC -5/3a • • • • Iodine: 2 Insu3atrpn QQptl'o COl )sooya=hugate, ; erlite, wood fiber or polyisocyanurate /perlite bold, any tltickne9s. Barrier Board: 1/4 in. (min) G-P Gypsum DensDeck®, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base SItdp, 'E E "• ely: sand)• mechanically fastened or "ELASTci LEXX SA 1,ti BASTr "or •It'ELASTOFLEX SA V FR BASE a D SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF - COVERING MATERIALS (TEVT) 427 Roofing Systems (TGFU) Continued Ply Sheet (Optional): "ELASTOFLEX SA V FR BASE" or "ELASTOF- LEX SA V FR BASE VENT', (self adhered). Membrane: " POLYFLEX SA P FR ", " POLYFRESKO APP SA P FR ", "ELASTOFLEX SA P FR ", " POLYFRESKO SBS SA P FR "„ "ELASTOF- LEX SA V FR HT", (self adhered) or " POLYFLEX G FR ", "POLYFRESKO TORCH FR ", " DUFLEX G FR ", " ELASTOFLEX S6 G FR ", "POLY - FRESKO MOP FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS 4 FR ", heat fused. 35. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate 1.5 in. (min.) with all joints staggered 6-in. (min.) from the plywood joints. Base Sheet: Type G2, mechanically fastened followed by "ELASTO- BASE", mechanically fastened. Ply Sheet (Optional): " ELASTOFLEX SA V FR BASE" or "ELASTOF- LEX SA V FR BASE VENT ", (self adhered). Membrane: "POLYFLEX SA P FR ", " POLYFRESKO APP SA P FR ", "ELASTOFLEX SA P FR", "POLYFRESKO SBS SA P FR ",) or " DUFLEX G FR ", "ELASTOFLEX S6 G FR", "POLYFRESKO MOP FR ", "ELASTOF- LEX VG FR ", " ELASTOSHIELD TS G FR ", heat fused. 36. Deck: NC Incline: 2 Insulation: Atlas Roofing " ACFoam III" or "ACFoam II" or Hunter Panels "H- Shield ", any thickness. Base Sheet "ELASTOBASE" (poly /sand), heat fused or mechanically fasten¢ or " ELASTOFLEX SA V FR BASE" or "ELASTOFLEX SA V FR BASE VENT", (self adhered). Membrane: "POLYFLEX SA P FR ", "POLYFRESKO APP SA P FR ", "ELASTOFLEX SA P FR ", " POLYFRESKO SBS SA P FR ", "ELASTOF- LEX SA V FR HT ", " " (self adhered) or ' POLYFLEX G FR ", 'POLY - FRESKO TORCH FR ", " DUFLEX G FR ", " ELASTOFLEX S6 G FR ", POLYFRESKO MOP FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS G FR ", heat fused. 37. Deck: C -15/32 Incline: 3 Insulation (Optional): Polyisocyanurate, perlite, wood fiber or polyisocyanurate /perlite board, any thickness. Barrier Board: 1/4 in. (min) G-P Gypsum DensDedk®, mechanically fastened with all joints staggered 6 in. from the plywood joints. Base Sheet: "ELASTOBASE" (poly /sand), mechanically fastened. Ply Sheet (Optional): " ELASTOFLEX SA V FR BASE "or "ELASTOF- LEX SA V FR BASE VENT ", (self adhered). Membrane: " ELASTOFLEX S6 G FR" or ' POLYFRESKO MOP FR ", heat fused. 38. Deck: NC Incline: 3 Insulation (Optional) : Atlas Roofing " ACFoam III" or " ACFoam II" or Hunter Panels "H- Shield ", any thickness. Base Sheet " ELASTOFLEX SA V FR BASE" or "ELASTOFLEX SA V FR BASE VENT" (self adhered). Membrane: "POLYFLEX SA P FR ", " POLYFRESKO APP SA P FR ", " ELASTOFLEX SA P FR" or "POLYFRESKO SBS SA P FR" (self adhered). 39. Deck NC Incline: 1 Insulation (Optional): Polyisocyanurate, glass fiber, perlite or wood fiberboard, any thickness, any combination, mechanically fastened or hot mopped in place. Base Sheet: Type G2, "ELASTOBASE ", "MODIBASE" or "ELASTOF- LEX V ", mechanically fastened. Ply Sheet (Optional): Type G2, "ELASTOBASE ", "MODIBASE ", " ELASTOFLEX V ", " ELASTOFLEX S6 ", "POLYFLEX" or "DUFLEX" adhered with "2000 MB PREMIUM", cold process adhesive at 1 to 1 -1/2 gal /sq. Membrane: "ELASTOFLEX S6 G FR ", ' POLYFRESKO MOP FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS G FR ", " POLYFLEX G FR" (sand - backed), " POLYFRESKO TORCH FR" or "DUFLEX G FR" (sand backed), adhered with "2000 MB PREMIUM" cold process adhe- sive at 1 to 1 -1/2 gal /sq. 40. Dedc C15/32 Incline: 1 Insulation (Optional): Polyisocyanurate (1.3 in. min), glass fiber (7/16 in. min) or perlite (3/4 in. min), mechanically fastened or hot mopped in place. Base Sheet Two plies Type G2, first ply mechanically fastened and the second ply fully adhered with "2000 MB PRE1vIIUM ", cold process adhesive at 1 to 1 -1/2 gal /sq. Membrane: " ELASTOFLEX S6 G FR", "POLYFRESKO MOP FR ", " ELASTOFLEX VG FR ", " ELASTOSHIELD TS G FR ", ' POLYFRESKO MIA M I•DADE aUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Self Adhered Roofing Systems Over 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 dist st 1 shall be ivaiia�ble for inspection at the job site at the request of the Building Official. • •• • • • • •• • 'MONO/. Cori of gages 1 • through 23. The submitted documentation was reviewed by Jorge L. Aceb • • • • • •• • •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • . • • •• •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page l of 23 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Elastobase V Elastobase P Elastoflex SA V Vent EIastoflex SA V FR Elastoflex SA V Elastoflex SA P FR Elastoflex SA P Polyflex SA P Polyflex SA P FR ...... • • • • • • • •• ••• •• • ••• Product ��i \" • ...... • • • • • • • • • ••• • • ..... • • •• •• • • • ••• • • • ••• Test Dimensions Specification 65' 2" x 3' 3 -3/8" ASTM D 4601 5' 2" x 3' 3 -3/8" ASTM D6164 32' 6" x 3' 3 -3/8" ASTM D 6163 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 -3/8" 32' 6" x 3' 3 32' 6" x 3' 3 • • • •• • • • • • •. •• ••• • ••• • . ` f ,..... • ... • • • = • • • • • • • . • • •• •• Roofing Modified Bitumen Wood -112.5 psf See General Limitation #1 ASTM D 6163 ASTM D 6163 ASTM D 6164 ASTM D6164 ASTM D 6222 ASTM D 6222 Product Description SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. Partially self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self - adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a smooth top surface. Self- adhered, polyester reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, fiberglass reinforced, SBS modified bitumen membrane with a self - adhering back face and a granule top surface. Self- adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. Self - adhered, polyester reinforced, APP modified bitumen membrane with a self - adhering back face and a granule top surface. NOA No.: 07 -0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 2 of 23 APPROVED INSULATIONS: Product Name Polytherm Al Polytherm Composite ACFoam I1 ACFoam III High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens Deck or Dens Deck Prime ENRGY -3 Fesco Board Multi -Max & FA Hunter H- Shield Securock .• • •• • • • • • •. • • • • • • • • • •• •.• •• • • • •. • ••• •• ••• • •.• • • • • • • • • �L • • • • • • • u 1_, • • • • • • • • • l -r. • • • • • • • . • • • imm • r �q�, • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate/perlite composite insulation. Polyisocyanurate foam Insulation Polyisocyanurate foam Insulation Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum. Water resistant gypsum board Polyisocyanurate foam insulation Rigid perlite roof insulation board. Polyisocyanurate roof insulation Polyisocyanurate foam Insulation Fiber reinforced Coverboard Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Energy Products Atlas Energy Products Generic Generic Generic G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. Hunter USG Corp. NOA No.: 07 -0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 3 of 23 • . . .. • • • APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip 5. Metal Plate 6. Plastic Plate 7. Insul -Fixx HD Fastener 8. Insul -Fixx S 9. Insul -Fixx P 10. Tru -Fast HD 11. Tru -Fast Plates 12. Tru -Fast Plates EVIDENCE SUBMITTED: Test Aeencv/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC Underwriters Laboratories, Inc. Malty, I ERD • • • •• • • • • • • • .. ... .. • • • .. ... . .. • ... • .. • • • • • • • • • • • .. • • • ... • • • . .. • • • • • • • • • • • • . .. • • • • • • • • • • • • • • .. .. • • • .. .. 0 • • • . • • TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation and membrane fastener Galvalume AZ50 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate Name J.I.3001334 J.I.3000857 J.L 3004091 #11757.12.00 -1 #11757.04.01 -1 #11751.05.03 #11758.08.03 00NK20869 #P1738.02.07 Manufacturer Dimensions (With Current NOA) 2 7 /g " x 3 1 /4" 3" x 3 i /4" Various 3" square 3.2" round Various 3" round 3" round SFS Intec SFS Intec SFS Intec OMG OMG OMG SFS Intec SFS Intec SFS Intec The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. Report Date FMRC 4470 02.15.00 01.12.00 01.12.00 12.07.00 04.25.01 05.30.03 08.11.03 UL 790 06.08.00 TAS 114 02.05.07 NOA No.: 07- 0822.10 Expiration Date: 10 /11/12 Approval Date: 10/11/07 Page 4 of 23 Deck Type 1: Wood, Non - Insulated Deck Description: ' or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 wood screws at 6" o.c. System Type E(2): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase V or Elastobase P fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V or Elastoflex SA V FR self - adhered. Membrane: One ply of Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P or Polyflex SA P FR self adhered. Surfacing: (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 lbs /sq or 300 lbs /sq, respectively, in a flood coat of approved asphalt at 60 lbs /sq. 2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free Aluminum Roof Coating at 1 1/2 gal/sq. 3. Kokem Products Sunguard Acrylic Roof Coating at 1 gal/sq. 4. Monsey Endure Aluminum Roof Coating, Weather Check or Pro -Grade Aluminum Roof Coating at 11/2 gal/sq. 5. Grundy al MB Aluminum Roof Coating at 1 -2 gal /sq. 6. Fields F350 Heat Shield Aluminum Coating or F630 Heat Shield Fibered Aluminum Coating at 11/2 gal/sq. Maximum Design Pressure: -60 psf; (See General limitation #7.) •• .. • • • • • •• • • • • • • • • • •. ••• •• • • • •. • .•• • • ••• • • •• • • • � c1 c (j • • • • • ▪ • • • • • • • • • • • .• • "x+11 • • • • _ ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 20 of 23 • •. • • • • • • • • • • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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 Ibs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 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 Bui1din;; official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, esistered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utiliro the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in complia►,cc *h 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 • ?1)1e» • . • • ▪ 10. A;1 preoaatts:latel herein shall have a quality assurance audit in accordance with the Florida Building • • •Cede a id -7 the Florida Administrative Code. • END OF THIS ACCEPTANCE •• •• • • •• • • • • • ��TC/�•• • • • • • • •• • •� • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 23 of 23 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetfle, LLC 200 Story Road Lake Wales, FL 33853 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the ,expiration date stated below. The Miami -Dade County Product 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: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • ?NS1ta ;Accvpyof this entire NOA shall be provided to the user by the manufacturer or its tjistrN it¢rs ati:i Chtg be Available for inspection at the job site at the request of the Building Official. .. ... .. • • • .. This revises NOA# 07- 0228.03 and consists of pages 1 through 7. . Thsubmitted.dacumeatation.was reviewed by Alex Tigera. • • • • • • .. • .. • • • • • • • • .. • ... • • • .. • • • • • • • • • • .. n, ��,. • . • . • • • • ... • • .. • • .• • • • • • • • • • • • • • • .. ... • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: PRODUCT DESCRIPTION Manufactured by Applicant Roofing Flat Profile Roofmg Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. Dimensions MonierLifetile LLC 1 = 17" Saxony 900 w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake Trim Pieces 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied DBY Erie& In • • • • • • •• • •• • . • • • • • ° T he .. Applied The Center for Applie .. d Engineering, Inc. • ••• •• ••• • ••• • • • • • • • • • • • •. • • • • • • • • • • • • • • • •. •. • •.. • • • •. • • • • • fi r • ^ ••. , , • • ••• • • • • •• • • • /:rD ••• • • • • ! ' F; ' V • • • • • • • • • • • •• •• ••• • • • ••• • • Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Test Product Specifications Description TAS 112 TAS 112 Flat profile, interlocking, high - pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) NOA No.: 07- 0711.03 Expiration Date: 04 /26/12 Approval Date: 09/07/07 Page 2 of 7 Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 Test Agency Test Identifier The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers •. •• • • • • • • • • • • • • • .. ... .. • • • .. • • • •. • .• ••• • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • �� , • • • • • • • • • • • • • • • • • • • • • C' .�c • • • • • • • • • • • • •• •• ••• • • • ••• • • 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111-4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25-7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900.'• ••• SIat6, Shalpr&.• Split Shake Battens • • • Direct Qedc Battens . lb • Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck • CO M•• • • •••• ; aa2 • • .7.08 .• 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations • • •• •• ••• • ••. • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • 01 `, r ••• ? • ••• • • 1 • ,,� • • • • • • • • • • • • •• • ••• • • • ••• • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page4of7 Table 2: Aerodynamic Multipliers - A (ft) Tile X (ft) X (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations • • •• •• ••• • ••. • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • 01 `, r ••• ? • ••• • • 1 • ,,� • • • • • • • • • • • • •• • ••• • • • ••• • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page4of7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 . #8 Screw 30.8 30.8 18.2 2 . #8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product Inc. Av erage weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProT"" 118.9' Polyfoam PolyProTM 40.4 3 Large paddy placement of 45 grams of PolyProT". 4 Medium paddy placement of 24 grams of PolyProT"". Table 5B: Attachment Resistance Expressed as a Moment - M -Ibf) for Mortar Set stems Tile • Prefie• •• Tile Application Attachment Resistance • • ■ M on i $rl s ifetileSgixta:906 Slate? Shake & Sptit Shake Mortar Set' 43.9' . 5. Tile -Tite Roof Tile Mortar • • • •• •• • • • • • • ••• • • • • •• • •• • • • • • •• :- • • ••• • • • " rh • • C S, ••• • • • • • • • • ( ,Fl_1. • • • • • • • • •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • • • • • •• ••• • ••• • • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIEIiLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING NAIL HOLES 17" • • • • • •• •• ••• • • • •• • • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • 1 `. • ••• • • • • •• • • • • • • • • • • • •• •• • • ••.. • WATERLOCK 13" 1 5/32 ° (slate) 1 9132 " (shake) OVERLAY MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) �,. ... ..: VIDAllrialiEnCE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) :: . END OF THIS ACCEPTANCE • ••• •• • • • • • • ... •. ••• • ••• •. • • • .. • •. • .• • • • • • •. • •••• • •. • • •. •. • • • • •. •. • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • • •• • • • •• •• • • • • ••• • • NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09 /07/07 Page 7 of 7 MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AFI160 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 NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. • •• . •• • • • • • •• • • • • • ▪ • • •• • • • • • • • • • • • • ••• • • • • • • • z co; • • • • • • • , o ? • • • • • • • �( ° • • • • •.• • • • • ••• • • • • •• • • • • • • • ••• • • • • • • • •• • • • • • • • • ••• • • • • • • •• • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 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 Note: The physical properties listed above are presented as typical average values as determined • ty:aoceptthtiTpI test methods and are subject to normal manufacturing variation. • • •• • • • • ••• • • •• ••• •• • • • •• • .• • • ••• • ••• • aOG O; • • • • • • • • • • • • • � � • • • • • • •. • ^ Ia -r- • • • • .•. • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • •• . • • • • •• • • •• • • • •• • • Roofing Roof tile adhesive Polyurethane N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /f1. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 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® AH 160 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® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. • • • ••• • • • • • •• • • • IF .. ••• •• • • • .. • \2 F'= MS • ... . . .. • • • • • • • • • • . . • • • • • • • • • • • • • • • • • • wwasi CEP'YF' .. • • • ... • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. • • . .. • • • . .. • • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 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 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® AH160 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 Foamproo 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. Polypro0 AH160 shall be applied with Foampm RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro4') AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A1-1160 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. LABELING: All Polypro@ AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: A. requircl by ZhP Bpi li g pfficial or applicable building code in order to properly evaluate the instauati8{ q tilis:sytehi; • . •• ••• •• • • • •• • .•• •• ••• • • • • • . • • i CO I; • • • • • • • • J?.. • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • •• • • • • • •• • • • • • • • • • •• •• • •• • • • • • •• •• • ••• • • • • • •• • • • • • • • • • • • • • • • •• • • • • ••. • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • •• •• • •• • • • •• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 11 to 23 0nd s for square Inches In contact with the pan die \ steep applications 2) Turn rovers upsidedown. Place adhesive 112 In. To 1 In. From outside edge of cover We. Then dotal] the tile. Nan through plastic cement Remov top pow of the ease course cover Abut to second course of pan tiles. blade ease end of pan and cover tiles ere flush at ease nne, Ease alma Weephole Fascia NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 .. . • • • • • .. • • • • • •• ••. .. • • • .• • •.. •• ••• • ••• • • •v CS C • • • • • • • � ' % • • • • • • • a • • • • • • • • • wo .0 • a • . .. Viiilit • ••• • • • ••• • • • • • • • • • • • • • .• • • • • • • • • • • • • • • .. •. • • • •. . 000'0 • • 000 • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nall through plastic cement ihrt. I x3In. Single paddy on under- layment Single paddy on top of tile Single paddy under the Paddy (between tile) Paddy (under tile) A o • I t eEEave coin 2 In. X 7 in. nadhum size paddy eave Fascia course only Single paddy on top of file • .•• .. • •• • . • • • .. ti- C? • • • • • • f • • ▪ • • • • • • • • • • • •. • a:i • • • • • .. •' 0 • • ••• • • • • • • • • • • • • • . .. • • • • • • • • • • • • • • •• • • • • • .• • • 0 00 • • • 0041 • • Nag through plastic cement 1 -4hn.x3in. Single / paddy on underlayment ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Underlayment 3 in.x 3 in. 4 in. ■ Single paddy on under - layment Single paddy under tile Single paddy between tine 2 M. x 7 in. medium size paddy eave course only Single paddy on top of the Eave Course Fascia Weephole Eave closure Drip edge Eave Course Single paddy between tile Eave Closure � 1 2 M. x 7 In. medium F s paddy eave course only • • • • • • • • • • • • • • • . . .. • . •. •END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page7of7 MIAMI -DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF -ELK 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: UnderRoofrM 2 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: tbez it.stualtb4 doe in its entirety. • ••••••• Ind E.'1bA: A eoy of 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. ''his.ITpA reidpes NOA Np. 00.0403.06 and consists of pages 1 through 3. submited docutnentItiln vas reviewed by Jorge L. Acebq • • . • • • • • • • • • •• •• • ••.•• • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.hnildinacodeonline.com NOA No.: 07-0720.01 Expiration Date: 09/21/11 Approval Date: 09/20/07 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Underlayment Material: Rubberized Asphalt PRODUCTS DESCRIPTION: Product Dimensions UnderRoofrM 2 39 %" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency Intertek Testing Services NA Ltd. PRI Construction Materials Technologies LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. UnderRoofrM 2 shall be installed in strict compliance with applicable Building Code. 3. UnderRoofrM 2 may be used in roof tile and asphalt shingle assemblies. 4. UnderRoofrM 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities. 5. UnderRoofrM 2 shall not be applied over an existing roof membrane as a recover system but may be applied to underlayment base sheets as listed in this approval. 6. UnderRoofrM 2 shall not be left exposed as a temporary roof for longer than 180 days after application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. UnderRoofrM 2 may be used with any approved roof covering Notice of Acceptance listing UnderRoofrM 2 as a component part of an assembly in the Notice of Acceptance. If UnderRoofrM 2 is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade • • L4urity, Poda ct Control. Department for approval provided that appropriate documentation is provie$•to detil olnpatibility of the products, wind uplift resistance, and fire testing results. 9 • •'A1 1 liblades'slhali baar'the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade logo. 10. All products/ doted herein, shall have a quality assurance audit in accordance with the Florida • • g n uildin$ d I�ul� 913-72 of the Florida Administrative Code. • • •• • • • • • • •• • • • • • • • • • ••• • • • • • ••• • • • • • •• • • • • • ••• • • • • • • • • • •• •• Test Specification TAS 103 ASTM D 1970 Test Identifier 3077464 -01 3077464 -02 3090131 RGM -023 -02 -01 Product Description Self- adhering reinforced membrane of rubberized asphalt with a polyester surfacing for use as an underlayment in sloped tile and asphalt shingle roof assemblies. Roof slopes of 2/12 -12/12 are acceptable as indicated by local codes and manufacturer's installation instructions. Test Name/Report ASTM D 1970 TAS 103 Wind Uplift & Self Sealability ASTM D 4798 & TAS 103 Date 08/23/06 08/23/06 08/23/06 05/16/07 NOA No.: 07- 0720.01 Expiration Date: 09/21/11 Approval Date: 09/20/07 Page 2 of 3 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: • Begin at lowest point on roof deck. Peel back the release film and align the membrane on the lower edge of roof; pull the release film to peel back and apply membrane. • Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet. • Where back nailing is required for steep slope applications, back nail and cover nails by overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable. Contact GAF -ELK technical services for other approved fasteners. • Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release film, center the sheet over the valley or ridge and press firmly into place. • End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned with the existing selvedge edge. • Install when temperatures are 45 degrees and rising, over clean, dry and smooth substrate. • Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control Notice of Acceptance and applicable building code. • Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to the lap areas. • UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF Materials Corporation reserves the right to revise or alter the exposure time, not to exceed the preceding maximum exposure time. • Wherever the adhesive back comes in contact with polyester surfacing such as end laps, penetrations and flashing material must be set in a 1/8 inch toweling of LeakBusterTM Matrix 201 Premium SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or equal flashing cement. • UnderRoofrM 2 is acceptable in foam applied and mechanically attached tile systems • Consult manufacturer's installation instructions for complete installation requirements. Surfacing: Roof Tile and Asphalt Shingle Assemblies. ••••••• • •• •• • • •• • • • • • •• ••• •• • • • •• • ••• •• ••• • ••• • • • • • • • • • • • • •• • • • • • • • • • • •••• ••• • • •• •• •••• • • •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• • • • •• •• • • ••• • • Wood, Non - insulated 19/32„ or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type 11 or ASTM D 2626 compliant, DeckArmorTM or other GAF -Elk approved underlayments with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. END OF THIS ACCEPTANCE NOA No.: 07- 0720.01 Expiration Date: 09121/11 Approval Date: 09/20/07 Page 3 of 3 f 10 -11 -2011 Village of Miami Shores Building Department 9990 Northeast 2nd Avenue, Miami Shores Re: 1009 NE 94 St Miami Shore To whom it may concern: Please be advised that in accordance with the Hurricane Mitigation rule 9B- 3.0475 Section 201.3 Exceptions: Roof to wall connections shall not be required unless evaluation and installation of connections at gable ends or all corners can be completed for 15% of the cost of roof replacement. See below estimated cost to comply: Si c-rely: vany Mad.r sident Contract Price 15% of contract Price Cost to comply $31,900.00 $ 4,785.00 $ 7,120.00 The cost to comply will exceed the 15% cost of the roof replacement. Therefore no additional work is requi d. A -1 ENGINEERING INSPECTION SERVICES, INC 7066 SW 44 Street Miami, FL 33155 Tel: 786- 326 -9877 Fax: 305- 485 -9011 a I roofinspection @gmail.com LAB CERTIFICATION # 10- 0512.01 DATE: 11/08/2010 To: CITY OF MIAMI SHORES Department of Planning, Zoning and Building Re: 1009 NE 94 ST MIAMI SHORES FL Dear Building Official: A representative from our office inspected the roof framing and roof framing anchor at above reference location, and we hereby certify that the roof framing was wood trusses spacing 16" O.C. in good condition and trusses were anchor to the concrete tie beam with metal straps. During our inspection we notice that additional nailing to existing straps are required, prioritizing connections of the corners of the gable end roof to walls below where the spans of the roofing members are greatest. This report is based on limited visual review of existing structural components. Please do not hesitate to contact my office if you have any question. Cordially, en erto Contreras P.E. P.E. # 21522 A -1 ENGINEERING INSPECTION SERVISES, INC. Certification No: 10- 0512.01 7066 SW 44` Street Miami, FL 33155 Tel: 786 - 326 -9877 Fax: 305- 485 -9011 b) The entire roof deck shall be covered with an approved self-adhering polymer modified bitumen sheet. No additional underlayment shall be required on top of this sheet for new installations. c) The entire roof deck shall be covered with an approved asphalt impregnated 30# felt underlayment installed with nails and tin -tabs as required for the HVHZ. (No additional underlayment shall be required over the top of this sheet). d) Outside of the HVHZ, an underlayment complying with section 1507.2.3 of the Florida Building Code, Building fastened as described below or a layer of asphalt impregnated approved #30 felt shall be installed. The felt is to be fastened with 1" round plastic cap or metal cap nails, attached to a nailable deck in a grid pattern of 12 inches (305 mm) staggered between the overlaps, with 6 -inch (152 mm) spacing at the overlaps. For slopes of 2:12 to 4:12 an additional layer of felt shall be installed in a shingle - fashion and lapped 19" and fastened as described above. (No additional underlayment shall be required over the top of this sheet). EXCEPTIONS: 1. Roof slopes < 2:12 having a continuous roof system shall be deemed to comply with section 201.2 requirements for a secondary water barrier. 2. Clay and Concrete tile roof systems installed as required by the Florida Building Code are deemed to comply with the requirements of section 201.2 for Secondary Water Barriers. 201.3 Roof -to -wall connections for site -built single family residential structures. Where required by Section 101.2, the intersection of roof framing with the wall below shall be strengthened by adding metal connectors, clips, straps, and fasteners such that the performance level equals or exceeds the uplift capacities as specified in Table 201.3. As an alternative to an engineered design, the prescriptive retrofit solutions provided in Sections 201.3.3 through 201.3.6 shall be accepted as meeting the mandated roof -to -wall retrofit requirements. EXCEPTIONS: 1. Where it can be demonstrated (by code adoption date documentation and permit issuance date) that roof -to -wall connections and/or roof -to- foundation continuous load path requirements were required at the time of original construction. 2. Roof- to- wall connections shall not be required unless evaluation and installation of connections at gable ends or all corners can be completed for 15% of the cost of roof replacement. 201.3.1 Access for Retrofitting Roof to Wall Connections. These provisions are not intended to limit the means for gaining access to the structural elements of the roof and wall for the purposes of retrofitting the connection. The retrofit of roof to wall connections can be made by access through the area under the eave, from above through the roof, or from the interior of the house. Methods for above access include removal of roof panels or sections thereof or removal of portions of roof paneling at selected 3 1