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RF-10-1763Inspection Number: I NSP- 152008 Scheduled Inspection Date: December 17, 2010 Inspector: Bruhn, Norman Owner: BRANDT, DONNA & DANIEL Job Address: 405 NE 101 Street Miami Shores, FL 33138 -2448 Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Building Department Comments TEAR OFF FLAT TILE AND RE -ROOF WITH COLOR THRU SPANISH CONCRETE TILE. Passed Failed Correction Needed Re- Inspection Fee December 16, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Number: RF -10 -10 -1763 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060170630 Phone: (305)757 -7620 Page 6 of 14 CIVIL ENGINEER December 14, 2010 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida 33138 -3130 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel:305- 823 -8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 405 Northeast 101 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: December 8, 2010 Roofing Contractor: John Busta Roofing Project Number: 10 -1274 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set til e system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field. one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation ofthe roof le at the above referenced project meets the test re'quireittent outl _ d . _ _i_ 3 - - - -_ - _ _. _ __ _ d protocol, Attached y e.. _ find _. a c o_ o of our _ r test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any, questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mcha:nad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 405 Northeast 101 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 10 -1274 — Page 2 of 5 Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass Report of TILE UPLIFT TEST for Residential Home 405 Northeast 101 Street Miami, Florida Project Number: 10 -1274 Reileh Engineering Corporation -- Project Number - 10 -1274 — Page 3 of 5 Test Number Test Load (lbf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass Reileh Engineering Corporation -- Project Number - 10 -1274 — Page 4 of 5 Test Number Test Load obi) Test Status 52 35 Pass • 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass Reileh Engineering Corporation -- Project Number - 10 -1274 — Page 5 of 5 60' 12 28 29 61 59 11 0 45 0 63 62 44 60 35 32 58 25 46 41 42 18 55 55 54 56 57 2 7 47 9 40 A9 56 51 55 54 4 3 48 50 39 58 10 9 26 25 52 `• 3 4 30 51 I 2 8 24 57 59 O Olia CAPT5fILOCA110N5 56' I0-I274 A PI OX, IWOF 11E5T LOCA110N5 ANn PIMSION5 MIAM FDADE 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: Sub - Category: Material: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Description Product BIB -12 WhirlyBird® BIB -12TR Whirlybird® BEB -12 WhirlyBird® BEB -12TR Whirlybird Turbine Cap Product Asphalt Roof Cement Asphalt Primer Roofing Nails Sheet Metal Screws Minimum #10 x 1 /z" Roofing Ventilation Aluminum Dimensions 12" wide at base 17- TAS 100(A) 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 20 -1/2" TAS 100(A) high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 12" wide at base 17- 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick Specification TAS 100(A) Turbine ventilation system for shingle installation. Turbine ventilation system for tile intallation. Turbine ventilation system for shingle installation. 12" wide at base 20 -1/2" TAS 100(A) Turbine ventilation system for tile high intallation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick 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 Dimensions Specification Description ASTM D 4586 Asbestos -free, asphalt based roof cement. ASTM D 41 Asphalt Primer Minimum TAS 114 Corrosion resistant annular ring #12 x 11/4" shank nails TAS 114 Sheet metal screw Manufacturer generic generic generic generic 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 Center for Applied Engineering Center for Applied Engineering PRI Construction Materials Technologies APPROVED APPLICATIONS Trade name: System Type A: Cutout: Installation: Net Free Area: Note: MDC -117 MTS - 257493B LOM -012 -02 -02 Description TAS 100(A) TAS 100(A) TAS100(A) Date 03/95 12195 05/21/07 BIB -12 WhirlyBird®, BEB -12 WhirlyBird® Mechanical attachment of turbine vent over composition shingles. 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 roofing cement. 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 34" from edge of base per detail drawing "Base". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of V2 ". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles '/z' 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 roofing 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 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 roofmg 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 shingles roofs only. 3. BIB -12, BEB -12, BIB -12TR, BEB -12TR, Whirlybird® installed on roof mean heights greater than 33 feet. 4. In the event of a Hurricane Warning or in the event of a speeds in excess of 70 mph, the BIB -12TR, BEB -12TR replaced with the approved storm cap listed herein. Nail Every 4 - -6" O.C. Approximately 3/4- From Edge DETAIL DRAWINGS BASE • shall be installed over composition turbine roof ventilators shall not be high wind event with expected wind turbine head shall be removed and R0.187 60.187 0.500 C125 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) BIB -12, BIB -12TR BEB -12, BEB -12TR } 's END OF THIS ACCEPTANCE NOA No.: 07-0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 6 of 6 olf311.3 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical KIfl7 / (; Owner's Name (Fee Simple Titleholder) ■f...Tee Phone # Owner's Address _ , City ief/A. i f/1/ State Tenant/Lessee Name Job Address (where the work is being done) - A2f 7 ,4 . - 70/ S.:77c City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # „ 3 - (/7 I . 4 30 Is Building Historically Designated YES NO X Contractor's Company Name / , 6 /157 4 Phone # j Contractor's Address ._-* '7/ / City //( State Zip Qualifier Name L.; ("1 , Phone # State Certificate or Registration No. e " Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: DAddition EjAlteration [New Describe Work: .( Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee $ Bond $ Code Enforcement $ Structural Review. $ Notary $ Training/Education Fee $ Scanning $ Radon $ r quare4 Linear Footage Of Work: ***************************************F DPBR $ Master Permit No. Double Fee $ Permit No. Total Fee Now Due OCT 0 0 2U10 072 See Reverse side --> reL CCF $ CO/CC Technology Fee $ Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 4 Mortgage Lender's Address City ' Stag Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /.� 72 Signature Signature L.., -°'' ( /r_. Own r or Agent Contractor The foregoing instrument was acknowledged before me this.. -'; 47 The foregoing instrument was acknowledged before me this-. W/ day of0CT�' , 2 0 /0, by day of/l' , 20 `0, by `1 74(/ ,P: who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: t ! Sign: ,. e9 Print: o o LORRAINE RELLER My Commission E . - ,, I r- Notary Public - State of Florida * * * * * * * * * * * * * ** . ; iii j *E4IN Rf *V42% * * * * * * * * * * * * * * * * * * * ** �� .or; Commission # DD 966253 %� ' '' ,` Bonded Through National Notary Assn APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: ,(fr s$i es: L ; ikliti Notary Public State of y =lorida oc Commission # DD 966253 ,� "'�,, Bonded Thy ough National Notary Assn. lans My Comm Engineer Zoning xaminer 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 and the contractor. The owner's initial in the designated space indicates that the item has been explained. Aesthetics workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. f e ) 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) K 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. 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. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. i 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS /0 ey. 0 V is /Agent' ""ature Date Contractor's Signature Date • • • • • • • • • • • • • • Florida Building Code Edition 2 High Velocity Hurricane Zone Uniform Permit Applce Section A � Generai Informatio Permit Contractors Name: 616.57 Job Address: ❑ Low Slope Asphaltic Shingles ❑ New Roof ►f4t ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Section B (Roof Plan) • �� x • • • • r { • • . • •ti • • • • • • • • • • •• • •• • • • • • • •• ••• • • • • •• • • ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles • ❑ Prescriptive BUR -RAS 150 PPROVED on Form ZONING DEPT DG DEPT l .1F CT TO COMPUANCE WITH ALL FEDERAL. STATE AND • r , _ - AND REGULATIONS Miami Shores Village BY ROOF TYPE Re- Roofing [J Recovering 0 Repair 0 Maintenance Total (SF) 2940 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. 45,7;/c) EX IQ 0 6 2010 1 II II 'till!! I 111 1•11111 ° 111 .:: MI Nik ,-. 4 IiiiI1in �:1�1 im lIiii 4 il ' w I�1111111_ i 1'' ...■•■....■►■ 11 1 i Ie11IIft11Ht11U111 11l1111O11 X11 ....1.■ a.rs■..>r.airr. ■anu.e>r...e. 111111iiiiiiiiiiiiiiiiiiiiiiii I1prM.1IIkUi UiI111 I 3 111111111 1% I 4 1 M i � O r . , 1!'�.... =ME ..■u•u11.i�IN J :1 1. 1:9f ::111�11�111111111101I Sw"le■ ■•I li••L 11lINI■.11- 1IIM.•••••,fi•••1•1.• 1 1 • 1! i r..: g. Roof 09/16/08 DATE Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "HA") System Manufacturer. Pat' &ASS *NOA # 07— (9'02 • F t� Design Wind Pressures, From RAS 128 or Calculations "Pmax1: -" - Pmax2- 87 J Pmax3: 13/9 "Max: Design Pressure, From the Specific NOA * Not required for prescriptive RAS 150 systems. System: gA Deck: OlevA Type: 0.34/100 GuagefThi / ckr / Q' Slope: _ 6/ 17, PA.. �) ( /P AnchorBase Sheet & No. of Ply(s): BJ . lv SE / Pt/ P Anchor/Base She alBondirtg Material: • ME:64/Hq42 s7VIv/7 # P,.r ,s -78' eAks4Pi4C'5613 C,l A r f p/-4 b nsulaUon ga /V A Base Insulation Size and Thickness: Bas��ation FastenerBonding Material: Top Insulation Layer Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: A/ Ply Sheet(s) and No. of Ply(s): 7 RzysA V / jQ Ply Sheet Fastener/Bonding Material: 144.146 Top p l y : s;2b Z X SA P FR. •• ••• •• • • • •• •• ••• • • Top Ply Fastener/Bonding Maters s - _ • V • t ft z• • • 4/ f• • • • . . . • • • • • • • • • • • • •i f' • • • ..• • • • • • • • • • • • • • • •• • •• • •• • • • • • ••• • • •. • • • • • • • • • • ..• • • • • •• •• • • • • • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof Systems) 4 0 4 Fastener Spacing for Anchor/Base Sheet (From N.O.A. or R.A.S. 150 Table 1) Field: Perimeter. // b Comer. Number of Fasteners Per Insulation Board (From N.O.A. or RA.S. 150 Table 2) "oc@Lap,#Rows @ "cc "oc@Lap,#Rows @ G "oc "oc@Lap,#Rows 7 @ Feld: ,�� Perimeter. #. fA Comer. Instated Components Noted and Details as applicable Woodblocldng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing, or Submit Manufactures Details that Comply with RAS 111 and Chapter 16 Roof Deck iF IPLif A P 1 t7s,645 (&- B FT. Parapet Height Mean Height Roof 09/27/05 Florida Building Code Edition 2004 High Velocity Hurricane Zone Untdorm Permit Application Form Section D (Steep Sloped Roof System) NOTE: Items 3 & 4 are not required for shingles with NOA 1. Roof System Manufacturer. 44:9/0,,,e., _ L jAE 2. Notice of Acceptance Number: 07-- 0,220, 04 3. Minimum Design Wind Pressures, If Applicable (From R AS 127 or Calculations- Method 1): Pmaxl: 7 / Pmax2: /2o, , Pmax3: / e ® or M From Sec. E, Method 2 : 4. Maximum Design Pressure (From the NOA Specific System): 5. Method of Tile Attachment POLY/VAN - joa Y P j A/'/ /6 -/3 6 Z - 3 . f Roof Slope: Lit " : 12" Ridge Ventilation? /.//4 Mean Roof Height P (.9 " .. . • • • • • .. • • • • • • • . ... . • • • • • • . .. . • • • • • • • • • • .•. • • • • • • • • • • • • • . • • • • • • •.. • • • • • • • • • • .. . • • • .. . .. • • • • • • • • • • • • • . . . • • • • • • • • • • • • • • .. .. • • • .. .. ..• • • • 0 00 • • 32.7 Steep Sloped Roof System Description Deck Type: 1/46v, Insulation: yp underiayment Te I A 14 A 2.2.4 ° % 57V -JJ N� Fire l3arrier.I # . /A Fastener Type 2 4 I2 O/C. & Spacing:I /S/ rim 134 p 5 !'/ /Wigs it f� -AM e Adhesive Type: Type Cap Sheet Roof Cove : Af .�� ` `` g I B /,e .OA//-� e' e.(Qec-/ - ,,i Type & Size Drip Edge: poz_vG4 360 aS ? (AGV/ , 61. s Roof 09/27/05 M Required Moment Resistance* Where to Obtain Information 20' Description Symbol Where To Fmd Mean Roof Height - -0. Design Pressure P or P2 or P 3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 36.5 Mean Roof Height H Job Site 3:12 Roof Slope 0 Job Site 37.4 Aerodynamic Multiplier A. Product Approval 32.2 Restoring Moment due to Gravity M Product Approval • • • • • • Attashmest Resistance Mf Product Approval 32.8 • • • • Iletuteo, oRtmnt Resistance M Calculated ' • • . Mieirrlutri A$aLchmeht Resistance P Product Approval 7:12 Required Uplift Resistance F Calculated • • • Avvra . - Ie Wei. ht W Product A . . royal • • • • • ; TilCDimensions 1=length w=width Product Approval iJi catculatio is mAcs; a submitted to the Building Official at the time of permit application. M Required Moment Resistance* 15' 20' 25' 30' 40' Mean Roof Height - -0. Roof Slope 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • • • • • • • •• •• • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the M values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" xx _ 3/3 = M90 - M 7.93 = M , A 7 NOA M 35,,. 7 (P2:/0 X). 1 3/3 = 3/ ` 9) - Mg: 7. n,3 = M 2 3S6 NOA Mt 3 �a 7 (P i017 6 X .. 3/3 = "3/ /) - Mg: 7 93 = Ma ,. , NOA M 3 v , 7 Method 2 "Simplified Tile calculation Per Table Below" Required Moment of Resistance (M From Table Below : Product Approval Mf •Must be used in conjunction with a list of Moment Based Tile Systems endorsed by the Broward County Board of Rules and Appeals. For Uplift Based Tile Systems use Method 3. Compare the values for P with the values for F If the P values are greater than or equal to the F values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile calculations Per RAS 127" Product (P x I: = x w:= ) - W: x cos 9: = Fr Approval F' Product x w = ) - W x cos 9: = Fr2: Approval r (P2: xl: (P x I: Product x w.= ) - W: x cos 0: = Fr Approval F' ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • Roof 09/27/05 • ••• • • • • • • • • • • • •• ••• • • • • • • • • • • • • • •• • • ••• • • MIAMIOADE BDtE CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 • • • •• • • • ••• • • • • • • • • • •.• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (m 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 F. • • • . e. DESCRIPTI o : olyglass Se I =A + ered 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 distributors and shall be available for inspection at the job site at the request of the Building Official. • • • • •'Fhi » N+OA•consists of pages 1 through 23. • • T=he satin itted:dacuunentation was reviewed by Jorge L. Ace •• ••• •• • • • •• • • ••• • • • • • • • • • • • • • • • • •• • • . • • • • • • • •• •• NOA No.: 07- 0822.10 Expiration Date: 1O/11 Approval Date:18/ft/07 Page 1 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 Test Product Dimensions Specification Elastobase V 65' 2" x 3' 3 -3/8" ASTM D 4601 Elastobase P 5' 2" x 3' 3 -3/8" ASTM D6164 Elastoflex SA V Vent Elastoflex SA V FR Elastoflex SA V Elastoflex SA P FR Elastoflex SA P Polyflex SA P Polyflex SA P FR •• • •• • • • • • • •• • •• •• ••• • • • • • • • • • • • • ••• • • • • • • • •••• • • ... • • • • • • .••• • • • •. • • • • • • • • • • • • • • • • • • • . • • ••• • • • • • • • • • •. • 32' 6" x 3' 3 -3/8" 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' 33/ 32' 6" x 3' 3 Roofing Modified Bitumen Wood -112.5 psf See General Limitation #1 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D6164 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.: 07-0022.10 Expiration Date: 10 /11/12 Approval Date: 10 /11/07 Page 2 of 23 .. . • • • • • • • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • •• • • APPROVED INSULATIONS: Product Name Polytherm A 1 Polytherm Composite ACFoam lI ACFoam ID 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 ••• • • • • • . • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • ••• • • • ••• • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • . • •. •• • • 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 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 Aaencv/Identifier Factory Mutual Research Corp. Exterior Research & Design, LLC Underwriters Laboratories, Inc. Trinity 1 ERD ••..••• • •• •• • • • • • . • • • •• ••• •• • • i •• Product Name • • ••• • • • • • • • • • • • • : • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 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.I.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'/ x 314" 3 "x314" Various 3" square 3.2" round Various 3" round 3" round Report FMRC 4470 UL 790 TAS 114 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. Date 02.15.00 01.12.00 01.12.00 12.07.00 04.25.01 05.30.03 08.11.03 06.08.00 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: 19 /32" or greater plywood or wood plank. System Type E(3): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: Fastening #2: Ply Sheet: or more plies o Membrane: One ply of Elastoflex SA self adhered. Surfacing: Maximum Design Pressure: -52.5 psf; (See General limitation #7.). • • • • • • • • • • • • • • • • • • •• • • 000 • • • • • • • • • • • 00 • • ••• • • • • *•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • One ply of Elastobase V oriiiiiiiwafastened to the deck as described below: 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. Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. r Elastoflex SA V FR self - adhered. Polyflex SA P or Polyflex SA P (Optional) Install one of the following to obtain required fire classification. 1. Gravel or slag at 400 Ibs/sq or 300 Ibs /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% 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 1% 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 1' /Z gal/sq. NOA No.: 07 -0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 21 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 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment 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 Buildir official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliaiicz *h Roofing Application Standard RAS l 17. 7. Perimeter and corner areas shall comply with the enhance; uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and ease 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 (Le. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building •• • • Gode and Rula 913.n of the Florida Administrative Code. • • • • •• • • • .' ' • END OF THIS ACCEPTANCE • •• ••• •• • • • •• CO • • •• • •: l • e • • • • ••• • 0 • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• NOA No.: 07- 0822.10 Expiration Date: 10/11/12 Approval Date: 10/11/07 Page 23 of 23 • . .• • • • • • • • • • • • •• • • MIAMI • .• • • • • • • • • • • • • • .. •. •• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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: Barcelo 900 Concrete R oof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. • • •• • • • • • • •• • • Iliis,111ilicinigti Apages 1 through 6. • . • :Vie Sul3mttted 0oCtupg6tation was reviewed by Jo e L. Ace • • ••• • • • • • • • • • • • • • • • • •• • • • ••• • . • •••I • • • • • • • • ••• • • • • • • • • • •• •• NOA No.: 07- 0220.04 Expiration Date: WNW Approval Date: 04/26/07 Pagel of 6 • . • • • • • • • • • • • • . ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: MonierLifetile LLC Barcelona 900 Trim Pieces SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, •• ••• • • • • • •• • • 712e re¢tc fpr tvplierl • • Talginterink, Int. • • • • • ••• • • • • • • • • • • • • • • • • •. .. • • • • • • • • • • • • • ' • • • • • • •.•. • • • • • • • • • • • • • • • • • • . • • • • . .. • • • • • • Roofing High Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION: Manufactured by Test Applicant Dimensions Specifications 1= 17" w = 13" 1" thick 1= varies w = varies varying thickness Product Description I3igh profile, interlocking, one -piece, 'S' shaped, high-pressure extruded concrete roof tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. TAS 112 Accessory trim, Boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25-7688-3 25- 7688 -10 Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail-On) Withdrawal Resistance Sept 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Physical Properties Feb. 1995 PA 112 PA 101 (Adhesive Set) June 1996 PA 101 (Mortar Set) July 1996 NOA No.: 07. 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 • ••• • • • • • • • • • • • • • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers 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: .. ..:.• MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict • • limo; v: n • • • Roofing Application Standard RAS 118, RAS 119, and RAS 120. • • • • �.: P$ta cr4ttaellment Calculations •• • ••• •• • • • •• • • •• • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • 0 00 • • • ••• • • Test Identifier 25- 7688 -5 25- 7688 -4 520111 -3 520191-2-1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Test Name/Report Date Static Uplift Testing June 1996 PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing June 1996 PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Dec. 1998 March 1999 March 1999 April 1999 Aerodynamic Multiplier Two Patty Adhesive Set System 25-7183 March 1995 25 -7094 February 1996 25 -7496 April 1996 25 -7584 December 1996 25- 7804b -8 25-7804-4 & 5 25-784S-6 Restoring Moments Due to February 2007 Gravity TAS 112 January 2007 NOA No.: 07-0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - Ilia (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1-10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 Table 1: Average Weight (W) and Dimensions (ix w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 3: Restoring ; ,, �� due to Gravity - M, (ft -Ibf) Tile Profile 2 ":12" 3 ":12" '" 5 ":12" 6 ":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens : = " = -ttens Deck Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 6.96 7/8 6.79 7.61 6.61 7.40 Table 2: Aerodynamic Multipliers - ft Tile Profile MonierLifetile Barcelona 900 (ft 1L (ft Batten Application Direct ' =„,, .. . Iication 0289 4 11-1 • •.. • • • • • • • • • • • • . . .. • • • • • . • • • • • • • • .•.. .. • • • •• • • • ••• • • • • • • • • • • • • • • • • .• • • ••• • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • .. .• ••• • • • • • ••• • • NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04126/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment M (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TdeBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Polyfoam PolyPro 66.5' PolyProTM' Wag 3 Large paddy placement of 63grams of PolyPro m.padcl „placement of_24 ra fg ". Table 5B: Attachment Resistance Expressed as a Moment - M for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Barcelona 900 Mortar Set' 24.5" 5. Tile -rite Roof Tile Mortar • ••• • • • • • • • • • • • •• • • 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 ". • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • •• • • • •• •• • • ••• • • MON[ERLIT+ETIILE LLC, BARCELONA 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. • • • • • ; 2e • ; A nyw de t1inents required by the Building Official or applicable building code in order to • • • • • • plojer ► jvainate t installation of this system. •• ••• •• • • • •• • • • •• • • • • • • • • • • • • • • • •• • • NOA No.: 07-0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 •• ••• • • • • • •• • • • • •• ••• • ••• • • • • • • • • • • • •• • • • •• • • • •• • • ••• • • • • • • • • • • • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NAIL HOLES PROFILE DRAWING MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 • • • • • • • • • • ••• • • • •• • ••• • • • • • • • • • • • • • •• •• 0 •• • • MIA MaD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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). his 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 a Florida Building Code. DESCRIPTION: Polystick MTS, IR Xe, TU TU Plus d TU P 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 • 4istrilurtoys aryl %halite available for inspection at the job site at the request of the Building Official. •• • •••• •••• •' • '�hi) rgOp Cetsts NOA No. 08-0929.03 and consists of pages I through 6. • The Shcbmltted'd&attientation was reviewed by Jorge L. Acebo. • • • • • • • • • • ••• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No.: 09-0806.07 Expiration Date: 0 Approval Date: 0 Page 1 of 6 • • • • • • • • • • •• •• • • • • ••• • • • •• • ROOFING COMPONENT APPROVAL Category: Sub- Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Manufacturing Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 • • •• • ••• ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Dimensions Roll: 65'8" x 3'3- 60 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3 100 mils thick MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA • • • • • •• ••••••• • •Z. :661 4ive�jey Avenue, Winter Haven, FL •••.•. • •• • • • •• Roofing Underlayment SBS , APP Self- Adhering Modified Bitumen Test Specification TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick Roll: TAS 103 and 32'10"x3'3-3/8" ASTM D 1970 130 mils thick Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 09 -0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 2 of 6 EVIDENCE SUBMITTED: Test Atencv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3 -%2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Vr$ d ctCpft of 1ttioe.of Acceptance. / Ai p1rojru4ionsor shall be initially taped with a 6" piece of underlayment. The flashing %Ape shall be pressed'in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •■ • • • •• •• • • ••• • • ••• • • • •• • Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA- 005 -02 -01 PUSA - 018 -02 -01 PUSA -035 -02 -01 PUSA - 033 -02 -01 PUSA -055 -02 -02 PUSA - 083 -02 -01 PUSA -089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Revert TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 09- 0806.07 Expiration Date: 09 /13/11 Approval Date: 03/31/10 Page 3 of 6 Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Plus TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR -Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazellon, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick 1R-Xe and TU manufactured in Hazefton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 0 0. 0 N 1 ••d • • • • • • ••. • • • • • • -jAPN4 ^VED r • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • NOA No.: 09- 0806.07 Expiration Date: 09 /13/11 Approval Date: 03/31/10 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, ER-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 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 materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified • • • fiijshhng cement, Mule.Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 4 3 40,114 $it 11slang Adhesive Trowel Grade mastic, applied in between the application of the • •' 44 'Tip:uSi:bf InOtigjaletween the laps does not apply to Polystick MTS. APFROVED • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • NOA No.: 09- 0806.07 Expiration Date: 09 /13/11 Approval Date: 03/31/10 Page 5 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 PReuium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 401bs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Grooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. • ...:. .. • . END OF THIS ACCEPTANCE • • • • • • • • • • .• • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• 090 • • • ••• • • NOA No.: 09- 0806.07 Expiration Date: 09 /13/11 Approval Date: 03/31/10 Page 6 of 6 MIAM hDADE 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: Po ro 160 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. • • • • • • • • • •• ••• • • • • • •. • • • • • • • •• . •• ••• • • • • • • • • • • • • • •• •• .•• • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • ••• • • • • • .• • •.• • • • • • • • • • •• • • • • • • • • • •• •• 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: Approval Date: 04/13 1 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 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 Dhnenslons 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: 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 by accepted ASTM test methods and are subject to normal manufacturing variation. • • • • • • • • • • •• • .• • • • • • • • • • • • • • • •• ••• •• • • • • Property • • • • • • • • • • • • • • • • • • •• • • Roofing Roof tile adhesive Polyurethane N/A N/A • • • • • • • • •0 • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0 . • • • • •• • 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. /ft. 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 SUBMIT °rED: 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® A11160 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. / F ` • ....... ▪ • .�2/ • • • �.. • • • MS • •• , ••• •• • • • •• ``.r Go. %C o • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •. • • • • • • W 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 i,....14 2 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • • • • • INSTALLATION: 1. Polypro® A11160 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 0 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® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® 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® AH160 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. • •• ••• • • • • • •• • • • • • • • • •• • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • • • •• ••• • • • • • •• • • • • • • • • G • • • • • • ••• • • • . • • • • • • • • • • • • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • .• •• • • • •• •• • • • • ••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 •• ••• • • • • • •• • • • • • •• • • • • ••• • •• • •• • • • •• \ T G ., • • • • ..;, , • • • • • • • '• • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10111 Approval Date: 04/13/06 Page 6 of 7 • . . • gND OF THIS ACCEPTANCE • • • • •• . • • • •.• • • •• • •• • • • •• p` ` i d i • • • • ••• • • 9..'�!'f` • • • • • • • • • • , :•!o • • • • • • • • ' • • �jI P • • • • • •• •• • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• • • • ••• • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY NOA No.: 06-0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 7 of 7 ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. /O ° 77. ZO /O To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 . Re: Owner's Name �G� 5464g6Z. Property Address 6495 /0/ "7 Roofing Permit Number - f® /0 - / 763 Dear Building Official: I S(.( 72 S z. connections of my building because: Print Name The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). OWNER'S AFFIDAVIT OF EXEMPTION STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this #j. day of (SEAL) ••""'r''n "� LORRAINE KELLER 1PR B •° r +° `A+L Notary Public - State of Florida �, f= My Comm. Expires Apr 16, 2014 4 � ,� t � Commission # DO 966253 Bonded Through National Notary Assn. Personallyt.— _ _ I or Produced Identification certify that I am not required to retrofit the roof to wall When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. CADoeumenm and Seniogbtcllhfy DocuatannnSta diaGlaphs_ 2 Roofing Affidavit compliance- 92607Fllebledoc Primary Zone: 1200 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 2,071 Lot Size: 11,500 SO FT Year Built: 1949 $0/$337,367 AMD PL OF MIAMI County: SHORES SEC 4 PB 15- Legal 14 LOTS 13 & 14 BLK 91 Description: LOT SIZE 100.000 X 115 School Board: OR 16329 -1 71 4 0494 4 $0/$365,214 OR 16329 -1714 0494 01 Year: 2010 2009 405 NE 101 ST Applied Applied Taxing Authority: Exempti/ on/ Exemption . isqualified as a result of Taxable Taxable Vi-w A.ditional Sale Value: Value: Regional: $0/$337,367 $0/$365,214 County: $0/$337,367 $0/$365,214 City: $0/$337,367 $0/$365,214 School Board: $0/$337,367 $0/$365,214 Folio No.: • /1994 X4 405 NE 101 ST gEMAlil 16329 -1714 Sales Sales which are Qualification . isqualified as a result of Description: xamination of the deed Vi-w A.ditional Sale Folio No.: 11- 3206 -017 -0630 Property: 405 NE 101 ST Mailing SUGIE K SUAREZ Address: $158,197 $169,070 405 NE 101 ST MIAMI $337,367 SHORES FL Assessed Value: 33138 -2448 Year: 2010 2009 Land Value: $179,170 $196,144 Building Value: $158,197 $169,070 Market Value: $337,367 $365,214 Assessed Value: $337,367 $365,214 Miami -Dade My Home Text only My Home tt71amha* o Show Me: Property Information Search By: Select Item Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Propert y Information: Assessment Information: Taxable Value Information: Sale Information: Additional Information: Click here to see more information for this roperty: ommunity Development District r.nmmunity Rpdpv Innment Area ACTIVE TOOL SELECT Aerial Photography - 2009 My Home 1 Property Information I Property Taxes 1 My Neighborhood 1 Property Appraiser Home 'Using Our Site 1 Phone Directory! Privacy Disclaimer 0 113 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. N Property Boundary Page 1 of 2 Legend Selected Property Street Highway Miami -Dade County Water http: / /gisims2. miamidade .gov /MyHome /propmap.asp 10/6/2010 tl1'Y OF MIAMI - BUILDING DEPARTMENT NOTICE OF COMMENCEMENT Please file at 22 N.W.1yr Street, Miami PERMIT NUMBER: FOLIO NUMBER: j -X06 - 01? - 0636 State of Florida County of Miami -Dade The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement. Street address OS /v/ S-t and Leval d ption of property NO Pl of &any Igo r ec • : I5 o a Ol Description of improvement: re - rob Owner(s) name e6e Sack rez and address: WS /V.E" /01 St / PI a MI 4nre. , FZ 33IB? Interest in property: Name of fee simple titleholder (if other than owner): and address 445 U- / & t Kano' 7420s - f'C , 0,38S Contractor's name 1114 i2ta,t loaf ing L . and address 30 ,ue q/ 614 ,/614,,,; Skates 38//F Phone number: .gog 0718 - qdQ V Amount of Surety bond: $ : (Payment bond required by owner from contractor, if any) Surety Name and address Phone number: Lender's name A / /' , ,/� and address Phone number: Persons within the state of Florida designated by Owner, upon whom notices or other documents may be served as provided by Section 713.13(1X0)7., Florida Statues, Name and address: and address In addition to himself Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statues, Name and address Phone number: Expiration date of this Notice of Commencement: (the expiration date is one [1] year • m the date o recording unless a different date is specified) Sworn to and fubscribed before me on this 1W Day of Al'.7 /2 By Notary Public Print Notary's ame: Oath taken Oath t take Commission Expiration: 5/2004 owner' _ _ _ - - _. — — _ ' I ' Y 2, LORRAINE KELLER I 4 " ` fie ° Notary Public - State of florid; � • my Comm Expires Apr 16, 2014 - ` � Commission 0 DO 986253 ' " raw Bonded Through NetiOna; k0tary Ass. S Print Owner's Name: 111111111111 S 416 ,ctit1/ &7 -1-200-2 047 Personally l;;nt or Produced ID Prepared by: t Address: ll.. 1 CFN 20108 '3875894 OR Bk 27444 Fs 0414; (1vs) RECORDED 10/05/2010 15:26 :22 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 44/9P/,,!!!Z STATE OF FLORIDA, COPUINITY OF DADE I HEREBY CERTIFY that this is a true copy of the original h S U � n day of (�► 5 A D 20 WITNESS my hand an Official Seal. HARVEY RUVMN, K, of : = mod Cru'rny Courfs By . ■ , - . - / D.C. limp-