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RF-10-679
Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 70 NE 94 Street Miami Shores, FL 33138- 1132060130310 Block: Lot: CARTER WINKLE Owner Information Address CARTER WINKLE 70 NE 94 Street MIAMI SHORES FL 33138 -2820 00 ,.00440000000.000000.00:0000.' ' 000000: ., Contractor(s) DALEY ROOFING INC Phone CeII Phone (305)754 -9892 Type of Work: Re Roof Additional Info: ROOFING Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $250.00 $9.00 $12.80 $284.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 11,2010 +Y ork Ctassltton T) Permit S tatu APi Expiration: 10 /23/2010 .00.44010 A000000000M00 /0 Phone Pay Date Pay Type Amt Paid Amt Due Invoice # RF -4-10 -37648 05/11/2010 Check #: 1124 $ 284.60 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet May 11, 2010 Date Cell 1 Inspection Number: INSP- 141139 Permit Number: RF -4 -10 -679 Scheduled Inspection Date: June 23, 2010 Inspector: Bruhn, Norman Owner: WINKLE, CARTER Job Address: 70 NE 94 Street Miami Shores, FL 33138- Project: <NONE> Contractor: DALEY ROOFING INC Building Department Comments June 22, 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: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060130310 Phone: (305)754 -9892 Passe .14 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 4 of 19 GEO rECHN.g4L ENVIRONMENTAL HYDROGEOLOGY ASBESTOS DYNATECH ENGINEERING CORP. CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO - DADE COUNTY PROTOCOL TAS -106 MIAMI, June 18, 2010 CLIENT: DALEY ROOFING, INC. 78 NE 106 Street Miami, FL. 33138. PROPERTY ADDRESS: Roof @ 70 NE 94TH STREET MIAMI SHORES, FL 33138 TILE TYPE/ATTACHMENT: Flat Roof Tile Polyfoam Set Testing Equipment Humboldt Scale Model H-4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are dependent since roof condition are continuously changing due to the exposure to the element and roof top Test No. Field Uplift Pull Test 01 - 36 > Than 35 LBS 37 -44 >Than35LBS 45 - 70 Perimeter See Sketch Below > Than 35 LBS 71 - 85 Ridge caps See Sketch Below > Than 35 LBS ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI - DADE COUNTY TAS - 106 Field Comer Test Location See Sketch Below See Sketch Below Sincerely yours, (9 /1 /0 Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 r %REIM ORION ROOF SKETCH PERMIT No. Inspected By: JM time and sample traffic Test Result Passed Passed Passed Passed SEE ATTACHED DRAWING 750 West 84 Street, Hialeah, FL 33014 -3618 a Phone (305) 828 -7499 o Fax (305) 828 -9598 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Dynatech Engineering Corp. Client DALEY ROOFING INC. Scale: N.T.S. Project 70 NE 94TH STREET MIAMI SHORES, FL 33138 Date: 08-18-2010 , 39 1 61 60'6 59 58 62 63 1 85 1 84 18 19 64 65 27 40 , 66 10 4 75 1 4 13/ 8 83 26 25 67 68 I 44 45 0 34 1 57 56 55" 54 19 52 1 38' - \ T \ 15 78 16 17 / 7 6 \ / \ / / 151 77 1 \/ 4 1 50 20 82 21 81 22 laU /\ 1 / 73 \ 24 23 / 28 \ 49 / 36 - 7( 31 32 69 9, I 1 48 29 ;2 35 1 1 70 1 30 33 147 46 137 M I A 11/1 MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lomanco, Inc. 2101 West main Street Jacksonville, AR 72076 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 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. d),rg 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- 0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 1 of 6'. R ROOFING SYSTEM APPROVAL Catetorv: Sub- Categorv: Material: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Des_ cription BIB -12 WhirlyBird® 12" wide at base 17- TAS 100(A) 1/8" high Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BIB -12TR Whirlybird® BEB -12 WhirlyBird® BEB -12TR Whirlybird® Test Product Dimensions Specification Asphalt Roof Cement Asphalt Primer Sheet Metal Screws Minimum TAS 114 Sheet metal screw #10x /i" 12" wide at base 20 - 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 12" wide at base 20-V2" high Vanes 0.0175" thick Elbo 0.0305" thick . Base 0.025" thick Roofing Ventilation Aluminum Turbine ventilation system for shingle installation. TAS 100(A) Turbine ventilation system for tile intallation. TAS 100(A) TAS 100(A) ASTM D 41 Asphalt Primer Turbine ventilation system for shingle installation. Turbine ventilation system for tile intallation. 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: Product Description ASTM D 4586 Asbestos-free, asphalt based roof cement. Roofing Nails Minimum TAS 114 Corrosion resistant annular ring #12 x PA" shank nails 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 Description Date Center for Applied MDC -117 TAS 100(A) 03/95 Engineering Center for Applied MTS - 257493B TAS 100(A) 12/95 Engineering 05/21/07 PRI Construction LOM -012 -02-02 TAS100(A) 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 roofing 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 /a" from edge of base per detail drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 1 /z' ". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles 1/2" 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 Net Free Area: Note: APPROVED APPLICATIONS Trade name: B1B -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 301b. felt and 901b. roofing material (hot mopped) per Roofmg 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 nmaterial 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 ventilate 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. DETAIL DRAWINGS Nail Every 4 " -6" O.C. Approximately 3/4" From Edga BASE on. shall be installed over composition turbine roof ventilators shall not be high wind event with expected wind turbine head shall be removed and NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 5 of 6 DETAIL DRAWINGS (CONT'D) lbw 1, 0 0 0 0 0 o 00 00 00 BIB -12, BIB -12TR 1 1 1 0 0 0 00 00 00 011 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 I 11 w Ltt -Fir( BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 90 f tE q4 ST City S( State ki Contractor's Company Name D '( � Contractor's Address PU /010 City I'- l I anti l 6 1ES Qualifier Name D a /L W State Certificate or Registration No. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: a Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1 4 (0 5T ao®hniC7 INC State Ito v -cgm-71-1 F , 1 vA 2 2010 1 1 Master Permit No. - 2, Phone # 30 '5S 3 40 9,2- Zip 3g Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 7 0 q 4 T City Miami Shores Village County Miami -Dade Zip 03J O FOLIO / PARCEL # Is Building Historically Designated YES NO Phone # 05:k q I<- Zip 3 Phone # Jb 5 '7 54 ! r ',2, Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 5 440 DO Square / Linear Footage Of Work: o iC V Type of Work: DAddition DAlteration [Dew " Repair/hCeplace D Demolition Describe Work: - F °T i L A- No Pr Lao FS Submittal Fee $ Permit Fee $ 0,7000576 CCF $ i • (CO CO /CC Notary $ Training/Education Fee $ ') C) Technology Fee $ 10 Scanning $ q' 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ^^�� ,,n 0 Structural Review. $ Total Fee Now Due $ oS ( 0 See Reverse side —, Bonding Company's Name (if applicable) Bonding Company's Address 1\1(r, City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 i;� and a reinspection fee will be charged. (Revised 07/10/07) Sign{ Pri e APPLICATION APPROVED BY: 9� / Signature Sign: Print: Ci Signature Owneif r Agent The foreg ': g instrument was knn owledged before me this The foregoing instrument was acknowledged before me this a t s r day ' , 20e b 4-4, Contractor day of A•Pg , 20 10, by o is personally known to me or who has produc- • who is personally known to me or who has produced identification and w NOTARY PUBLIC: as identificatiolk� yij) d take an oath. o o Y PUBLIC. `+\ c�ilv My Commission Expires: ,3 t C My Commission Expirds• Q 1(•••`�� Plans Examiner Engineer Zoning Iw I IVC VI' %rVIr11nCPMCIVICINI 1 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1 1[1111 11111 1111 1111111111 lin 11111 1111 1111 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: "2o q Sy 2. Description of improvement: 2e- £COOI 77 tC- fliV� • ("e1 4-1--- £7() F 3. Owner(s) name and. address: Interest in property: Name and address of fee simple titleholder: ' "/ 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) STATE OF FLORIDA, COUNTY OF DADE Name and address: 1 HEREBY CERTIFY that this Is a ,ia mgdy attire Amount of bond $ / 1 6. Lender's name and address: 1- Seal rt C;i1`ul uaa Ctunt' Couffs : a v voo a ia' tr� 7. Persons within the state of Florida designated by Owner upon whom notices �� o er documents maybe served as . provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ- ate! specified) .0', *" , H. BARBARAZEEMAN Si • :r.1t. _ • O w Print Owner's Name M 16- J L_ TAX FOLIO NO. /L/ L- S 7Z6" O Notary Public ,w11 Print Notary's Name b,41Z47 2---e.14 My commission expires: 03- f 5 / 3 123.01 -52 PAGE 4 6107 i't/i / �s Z S , 33/3g 1> • 2onIf frU ? /W& /Oh' ' ) M t # ii4 I $Hi By * b 1Y COMMISSIONS 00 144054 EXPIRES: February 15,2013 4sooFR°"` BotdedThu Budget Notary Services CFI4 201080286964 OP Sk 27266 Ps 4726; (fps) RECORDED 04/29/2010 11:56:47 HARVEY RUM, CLERK OF COURT MIAMI -DADE COIJNTYr FLORIDA LAST PAGE SI P S" r.e - 313 A • () A Re2., Prepared by Da_gui r"'7 inc- Sworn to and subscribed before me this 1` day of A , 20 k Address: rig !k ! Ol 6 T of 1994 ed' Revised on 5/21/2009 Property Address: 2 ® Roofing Permit Number: Dear Building Official: I /t-// vg 509 certify that I am not required to retrofit the roof to wall connections of my building because: vTl a just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the S OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: UC/. Schea-de.ca. nature j-c_ uth Florida Building Code (1994 SFBC) N 5 ' 3 � - 0 State of Florida County of Dade C/24.444 - e. The undersigned, being the first duly swom, depos Swom to and subscribed before me this Print Name Notary Public, Sate of Florida at Large M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: �//5// o M 16.0 6L A . J OAR,C2- *O °il l% H. BARBARA ZEEMAN MY COMM # DD 844054 111 - EXPIRES: February 15, 2013 - 'gr e Bonded Taro Budget Notary Services es and says that he/she is the owner for the above property mentioned. day of 4I / 24/ b 9 When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wail connection Hurricane Mitigation. Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,882 Lot Size: 12,800 SQ FT Year Built: 1939 $50,000/ $210,656 1 53 41 6 53 42 MIAMI City: SHORES SEC 1 AMD Legal PB 10 -70 W1/2 OF LOT Description: 3 &LOT 4 &E1/2 OF LOT 5 BLK 3 LOT SIZE 100.000 X 128 OR 12946 -3211 07861 Year: 2009 2008 70 NE 94 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 70 NE 94 ST MIAMI Value: Value: Regional: $50,000/ $210,656 $50,000/ $406,752 County: $50,000/ $210,656 $50,000/ $406,752 City: $50,000/ $210,656 $50,000/ $406,752 School Board: $25,000/ $235,656 $25,000/ $431,752 Folio No.: 11- 3206 -013 -0310 Property: 70 NE 94 ST Mailing CARTER A WINKLE & Address: MIGUEL A SUAREZ $159,024 70 NE 94 ST MIAMI $260,656 SHORES FL Assessed Value: 33138 -2820 Year: 2009 2008 Land Value: $128,922 $297,728 Building Value: $131,734 $159,024 Market Value: $260,656 $456,752 Assessed Value: $260,656 $456,752 WESIIMINII 2009 2008 $25,000 $25,000 nd Homestead: IIKUMMEIN Miami-Dade My Home Page 1 of 2 My Home miami • ade. go Show Me: Property Information Search By: Select Item • El Text only I + j Property Appraiser Tax Estimator i`" + Property Appraiser Tax Comparison + Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Sale Information: Ica n r hi ')nnv ACTIVE TOOL: SELECT Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. 0 114 fl My Home 1 Property Information /Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site I About 1 Phone Directory 1 Pn'vacy 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. MIAMI•DADE Legend N Property Boundary Selected N Property Street # Highway Miaml -Dade County ▪ Water http: / /gisims2.miamidade .gov/MyHome /propmap.asp 4/21/2010 J ._1 n,F SECTION R4402,13 ` 'O NCE WITH ALL FEDERAL HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS' NOTIFICATIONFOR ROOFING' 14402.13.1 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 o ; er's initial in the designated space indicates that the item has been explained. h41. Aesthetics-Workmanship: the workmanship provisions of Seca__ R4402 are _ of CO 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 ag - e , - . t between the owner and the contractor. 2. 1 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be re ailed in accor. . ce with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing existing roof system). 3. b1 Common roofs: Common roofs are those which have no visible delineation between a ghboring units (Le., town • uses, condominiums, etc.) In buildings with common roofs, the rgofingcontractgragd /or owner houl notify the occupants of adjacent units of roofing to be performed. •.. • : •••• 4. Ir 1 ` Exposed Ceiling: Exposed, open beam ceilings are where the undersidetfthe roof decking car= • be v - wed from below. The owner may wish to maintain the architectural appearar 'fiterefore,:bnfifg nail • • penetration of e underside of the decking may not be acceptable. This provrs ' • n �prrain thg •; • • • appearancam +r:,„ , fiA0,•.••. • qn • • 5. 1 Ponding water The current roof system and /or deck of the b �g ri r5e�irain M - II and may • ca e water to pond (accumulate) in low -lying areas of the roof.Pounding ca , i • r - c-s ral • distress and may require the review of a professional structural engineer. s • expectancy and erformance of the new roofing system. Pounding conditi ns`rria ; • G iyi nt irthe original roofi system is removed. Pounding conditions should be correc 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not o rloaded 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 t� install overflow scuppers in accordance h the requirements of Sections R4402, R4403 and R4413. 7. 1' i 'R Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be red ed. It may be beneficial to consider additional venting which can result in extending the service life of the roof r� a� ature Date Revised on 7/9/2009 LD g CONSIDERATIONS 7'1I T #: Miami Shores Village APPROVED N G 000 01 •••• C0 Q cliA Yliq i0 Contractor Si • natur Date • • • ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name I ( 1i'C, Job Address 7 kJ( 1C( ,T g Low Slope ❑ Mechanically Fastened Tile & Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingies ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof kfteroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) q®3 Steep Sloped Roof Area (SF) I („p ® ,Section R (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppersraitd eserflow drains Include dimensions of sections and levels, clearly identify dimensions of elevated pressure rewind tnatiorrgf parapets. FLORIDA BUILDING CODE — BUILDING ❑ Repair ❑ Maintenance Total (SPO. "5 .. • .... • i t" l l ttt ) 1, D 1; m s 0 v 0 4 0 • . • • • tv • • Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: Product Approval No.: d q - b . ? '/ ' O Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: 3 Pmax3 :3 Max. Design Pressure, from thAspecific Product Approval system: –. 7 5 Deck: Type: l' 8 -1 7 . Gaugefrhick ness: Slope: Ma Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener /Bonding Mate Insulation Base Layer: Base Insulation Size and T ckness: Base Insulation Fas : er /Bonding Material: Top Insulatio Layer: Top Ins ation Size and Thickness: To nsulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): I PLY e f t I F F asrn n _ finding M�yerial n s Ply Sheet(s) & No. of Ply(s): iJ for Ply Sheet Fastener/Bonding Material: Top Ply: cLubbaki 0 l '70 f Iv - Top Ply Fastener/Bonding Ma I: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: A/ / / " Fastener Spacing for Anchor/Base Sheet Attachment Field: .9 " oc @ Lap, # Rows " oc Perimeter. /, " oc @ Lap, # Rows V @ l' " oc Corner. eel " oc @ Lap, # Rowse @I,1 " oc Number of Fasteners Per Insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, 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 • • • • .... • • • .. • .... • .... • • • .. T . . • • .. • • =T... . • • • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Ro pffiTope: 2: 12 Ridge Ve ation? Mean Roof Height: FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section n (stee SInped Roof System) Roof System Manufacturer: 6M Notice of Acceptance Number: os -, 0 v, 3, Minimum Design Wind Pressures, If Applicable (From RAS 127 or 151: ,7. LP P2: /OD, to P3 /00, Lo Maximum Design Pressure (From the Product • al Specific System): 17'i Deck Type: I / X g 7g; C1 . Type Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: Steen Sioperi Rnnf S tpm np crintinn PDLYFOATIA .. • . .... I .... • • • • 1•••• hl • • • • • ... • O 1 � ,rs.Ir f - T S , 6 1 : 1 . 1 0 K • . Type Cap Sheet: pOLLV 1(k W Roof Covering: $ f tVD I I TJ tL Type &Size Drip )j 2100A Edge: • • • • • ..", - . lei rrM Approval .6 .-�... • • • Where to Obtain Information • • • 15' • • Description Symbol Where to find • • • • • • 34.4 36.6 Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 • • • • • Mean Roof Height H Job Site 4 :12 10.4 39 9 Roof Slope 0 Job Site 5:12 28.4 301 Aerodynamic Multiplier d Product Approval 6:19 28.4 28.0 Restoring Moment due to Gravity Mg Product Approval 7 :12 24.4 26.9 Attachment Resistance Mf Product Approval Reouired Moment Resistance M Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. uct Approval M M required Moment Resistance* Mean Roof Height ' Roof Slope 1 15' 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 3:19 32.2 34.4 36.0 37.4 42.2 39.8 4 :12 10.4 39 9 33.8 35.1 17.3 5:12 28.4 301 31.6 32.8 34.9 6:19 28.4 28.0 29.4 1f1.6 39.4 7 :12 24.4 26.9 27.1 28.2 30.0 Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form, Section F (Tile Calculatinns For Moment based tile systems. choose either Method I or 2. Compare the values for M with the values from Mr. If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. //�� Method I "Mona tent Based Tile Calculations Per RAS 127" (4.'0 x). * c% crr y nn r-4,_ as Mg: _ (� r ft M 5 ``I (P x)rfo;0"1 )- Mg: /• =M t (PA 01-176x �'r� $"1 = / - Mg:1' 7.1 M 2 1 FLORIDA BUILDING CODE - BUILDING (P x = xw := i_w• Method 2 "Simplified Tile Calculations Per Table Below" Method 3 "Moment Based Tile Calculations Per RAS 127" ROOF ASSEMBUES AND ROOFTOP STRUCTURES Product Approval M Product Approval Mf 1 Product Approval M Required Moment of Resistance (Mr) From Tnble Below is p ro d • • • *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules an6 Appeals. • • • • For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr vlue, for each area of the roof, then the tile attachment method is acceptable. • • • • s • •••• • (P x L = x w: 1- W: x cos 0 = Fri Product Approval l4 • • • • (P2: x L x w: = l - W: x cos B = Fr2 Product Approval PI • • •• •• 1(0 • • • • • • • •• • • • • • • • • • • • • • • • •••• MIAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Sales, Inc. 819 S. Federal Highway, Suite 300 Stuart, FL 34994 MIAMI DADS 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 (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. 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: Skandia Roof Tile • • • • •••• • • • •• • •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,goitz state and* : • following statement " Miami -Dade County Product Control Approved ", unless otherwise ndtt8l %rein • RENEWAL of this NOA shall be considered after a renewal application has been filed ancliii4 has bein ay: • 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 revisiatror change in tie materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endt of any • product, for sales, advertising or any other purposes shall automatically terminate this NOA' Failufe to c& apL • with any section of this NOA shall be cause for termination and removal of NOA. • • • • ADVERTISEMENT: The NOA number Florida, and foib preceded by the words Miami Dade County, y 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. 00- 1106.03 and consists of pages 1 through 6. The submitted documentation was reviewed by J• : L. bo NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12/011/05 Page 1 of 6 • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofing system using Entegra " Skandia" concrete roof tile, as manufactured for Entegra Sales, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Mangy by Au »>ieant Skandia. Skandia ABC Duratile USA "E" USA Trim Pied Product Tile Nails Tilel Screws Rainproof II Ice and Water Shield TU Underlayment Roofing Roofing Tiles Concrete Test Dimensions Swank= Length: 161/2" Width: 13" Length: varies Width: varies Thickness: varies 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Dimensions Min. 10dx 3" #8x 21" long 0.335" head dia. 0.131" shank die 0.175" screw thread die 30"x75' roll 36" x 75' roll 60"x75'roll 36" x 75' roll 39% "x32'10" roll Product Description Flat concrete roof tile for direct deck or TAS 112 batten nail -on. Accessory trim, concrete roof pieces for TAS 112 use at hips, rakes ridges and valley terminations Test Soec TAS 114 Appendix E TAS 114 Appendix E TAS 104 TAS 103 TAS 103 Product . Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wool screws Single ply, nail -on underlayment with 2" self adhering top edge Self- adhering Underlayment Self- adhering Underlayment ... • • ..•• • • • •• • .•.• • ••.. • • .. 'arc . h%Y t . NOA) . . • • • ' • •tjeaeric •••• (With current• • • • • NOA) Protect -O -Wrap, Inc. W.R. Grace Co. Polyglass USA, Inc. • NOA No.: 05-0413.01 Expiration Date: 12/08/10 Approval Date: 12/08/05 Page 2 of 6 • Roof rile Mortar ('TileTiteTM') Roof The Mortar ("Quickretee Roof Tile Mortar #1140) Roof Tile Mortar ("BONSAL® Roof Tile Mortar Mix) Roof Title Adhesive ("Polypro® AH 160") Roof Tile Adhesive (' Tille Bond") Hurricane Clip & Fasteners 3. LIMITATIONS N/A N/A N/A Various Factory premixed containers Clips Min. c/i" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 y" 3.1 Fire classification is not part of this acceptance. TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications See NOA Two component polyurethane adhesives designed for adhesive set roof tile applications See NOA Single component polyurethane adhesives designed for adhesive set roof tile applications TAS 114 Appendix E • Corrosion resistant clips with corrosion resistant nails. .... • • 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with • • • • RAS 106 may required, refer to applicable building code. • • • • • • 3.3 Applicant shall retain the services of a Miami Dade County Certified LglIcfl yy to „ perform quarterly test in accordance with TAS 112, appendix 'A'. Such tgstjig shall i . submitted to the Building Code Compliance Office for review. • • ' •• •3.4 Minimum underlayment shall be in compliance with the applicable Roofing.: • • Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpenditaltrao the roof • slope unless stated otherwise by the underlayment material manufacturdts published • • literature. ' • ' 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall bairi " compliance with applicable building code. • • • • 4. INSTALLATION 4.1 "Entegra Sales Inc. Skandia Flat and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations Bermuda Roof Company, Inc. Quickrete Construction Products W.R. Bonsai Co. Polyfoam Products, Inc. Flexible Products Generic (With current NOA) •••• • • NOA No.: 05 0413.01 Expiration Date: 12/08/10 Approval Date 12/08!05 Page 3 of 6 • . • • • • • ••••• • • • • • •••••• • • Table 3: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" *wood) Battens Skandia 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nall 7.3 9.8 . 4.9 • • . • . ... 2 -10d Smooth or Screw Shank Nails 14.0 18.8 • .. •••••• ' : 7.4 .. , •••• 18.2 • 1 #8 Screw 30.8 30.8 •••••• 2 #8 Screw 51.7 51.7 _ ••"•_ 24.4 • 24.2 • • 1 - 1 Od Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 • •' •••••• 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 • • • • • • 22.1 • . • • • • • 2 -1 Od Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 • '..' . 34.$ ••• • ••• 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.g••• 2 -10d Ring Shank Naffs' 50.3 65.5 48.3 1 Installation with a 4° the headlap and fasteners are Dated a ndnimum of 214° from the head of tile. Table 4: Attachment Resistance Expressed a Moment Mr (ft ibf) as For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Skandia Adhesive 31.33 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TlleBond Average weights per patty 13.9 grams. . Polyfoam Product, Inc. Average weight per patty 8 prams. Table 2: Restoring Moments due to Gravity - Mg (ft -ibt) Tile Profile 3 °:12° 4 °:12° 5 °:12° 6 °:12° 7 °:12 °or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Entegra Skandia 6.85 7.79 , 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12 /08/05 Page 4 of 6 Table 1: Aerodynamic Multipliers - X (ft Tile X ({t3) a, (ft3) Profile Batten Application Dlreet Deck Application Skandia 0.267 0.289 NOA No.: 05- 0413.01 Expiration Date: 12/08/10 Approval Date: 12 /08/05 Page 4 of 6 Table 4A: Attachment Resistance Expressed Moment - Mt (ft-Ibf) For Si as a le Patty Adhesive Set Systems . tile Profile .�� Application Minimum Attachment Resistance Skandia PoIyProm' 118. 8 : PoIyProm' 4 LarM Paddy placement of 45 grams of PolyPio . 5 Medium paddy placement of 24 grams of PolyProTM. Table 4B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear the imprint or idenfifi9ble marking of the manufacturer's name or logo, or following statement " Miami -Dade County Product Control Approved ". 5.2 Entegra Sales Inc., Skandia Roof Tile bears the following markings: Skandia, kaTedia ABC, Duratile, USA "E" USA, where the E is a stylized logo. 0000 • • 6. BUILDING PERMIT REQUIREMENTS • • • • . . 0000 6.1 Application for building permit shall be accompanied by copies of the follow • .. :• 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable ce ding . '. Code in order to properly evaluate the installation of this system. • • • • • • • 7. MANUFACTURING LOCATIONS 7.1 Indiantown, FL • • .. .0. • • • • • • .. • • • • • .. • • • 0000 • • NOA No.: 054413.01 Expiration Date: 12108/10 Approval Date: 121011105 Page 5 of 6 • • • PROFILE DRAWING SKANDIA FLAT CONCRETE TILE SKANDIA END OF THIS ACCEPTANCE • • • • • .. • .... • .... • •••• .. • • • .... • .. • • • • .... • • • • . • • .. • • • • • . . • • • .. • •••• • • NOA No.: 05-0413.01 Expiration Date: 12108/10 Approval Date: 12/08/05 Page 6 of 6 M IA M IDDADE 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 determin by BCCO that this product or material fails to meet the requirements of the applicable building code. product is • • • • ' This prod approved as described herein, and has been designed to comply with the High Vol'�ity Humc� n� Zone of the Florida Building Code. 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 •••• DESCRIPTION: Polypro® AH160 • •••• •• • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and tiieNhas bee$ nd' • 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 of change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of ad9 • • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA.Tatiirurr 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 JFrge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro®AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a currertt'NO• which.' • ' • list moment resistance values with the use of Polypro AH160 roof file adhesive. "" • PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment . . • • • .. • • • • • • • • • Results ' • .. • 1.6 lbs. /ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Penn / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% • • .... ... • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. .... • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Renort 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 • • LIMITATIONS: 1. Fire classification • rating. 2. Polypro® A11160 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. / ! F `: 2 F'= MS 520109 -3 •••• 520109 -6 • 520109 -7 •••• . • • 520191 -1 TAS 101 • ••$3/02/99• •••• • • 520109-2-1 • •• •• • 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 Pa4di;ight per paldy Min. (ruAn) Flat, Low, High Profiles #1 35 N/A ' High Profile (2 Piece Barrel) #1 17 /side on cap and 341an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 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® A11160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating lnsttuction 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® A11160 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 minute; After •••• Polypro® A11160 has been dispensed. • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with•the•lalacement • 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: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. •••• •• • • • • • • • • • • • • •••• NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1►Pbcoeaaghadhesireto achieve 11fG2 ° br wore ideab cordectwkh the pan tie Vain cows upside down. Prow adhesive U2 .... To F�outs* edge of cow ge • • Theo bold fhb tilo /�1.... •••• undelbtoon oleo moue= dle. Mottos:wad coursed pan Ms. Ensure woo cadet pas oil cover tiles ore Nob eavoim. Eno closure Wee** (mortar shun) FassSa •••• • • . • • • pow •••• P •• ediles of is NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • • •• • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • • • • • • • • • • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE • • • .... .• • • • • • • .••• • • • • • • •• .. • • • • • •• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 .• • • • • • • • • .. • •••• • • • • MIAMhDAdE 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). 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 resui ents oftlint applicable building code. • • • •••• This product is approved as described herein, and has been designed to comply with th PlOtitla Building Code and the High Velocity Hurricane Zone of the Florida Building Code. . • • • • • • • • • • jT alaymg • DESCRIPTION: Polystick P, IIt/IRX, TU, TU Plus, TIT Polyester and MU, nts • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or $161,t3ty, state • and following statement "Miami -Dade County Product Control Approved ", unless oth"frwisi 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 revises NOA No. 06- 0505.01 and consists of pages 1 The submitted documentation was reviewed by Jorge L. Acebo. ['PRO ED • • • •• • •• NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Cateaorv: Sub- Category: Material: PRODUCTS DESCRIPTION: Test Product Dime ons Suecification Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Roofmg Underlayment SBS , APP Self - Adhering Modified Bitumen Roll: ASTM D 1970 75' x 3' 40 mils thick Roll: ASTM D 1970 65'8" x 3'3 60 mils thick Roll: TAS 103 and 65'8" x 3'3 ASTM D 1970 80 mils thick Roll: 32' 10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3 - 80 mils thick TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 Product Description A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. A fine granular/sand top surface self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an • • • • • underlayment in sloped roofUslies. • • • • Designed as an ice & rain shiela ant as a flab roof tile underlayment. • • • • A heavy granuled surface selfadhering, ABP • . • polymer modified, fiberglass cmperyester• • • reinforced, bituminous sheettetipl for tin 8,q. an underlayment in sloped rckff �SemblieS. Designed as a a roof tile undreri& anent. A non - wicking fabric surfaced, self- adherjd$ • • • APP polymer modified, fibei'$1a€s , 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. A non- wicking fabric surfaced, self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 • • • • • • • • • • EVIDENCE SUBMITTED: Test Aaencv • Test Identifier Test Name/Reuort Da k Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08129/05 Trinity I ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRIO1111 ASTM D 4977 04/08/02 PUSA-005-02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA - 035-02 -01 TAS 103 09/29/06 PUSA -033-02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL o Polyprotector UDL AS. • • • • • • •••• Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (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 ilqx jcglse decjdng . • • panels, and sweep the deck thoroughly to remove any dust and debris prior to appliibatibn. • 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 maxin1tft" • • contact. Remove the release film as the membrane is applied. . All side laps s1 N e s minim' ass • • • of 3-'/i" and end laps shall be a minimum of 6." Roll the membrane into place after removing tile• • • 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 Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape 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. NOA No.: 07.1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick LR/IRX Polystick MU Polytitn TU, TU•I' s 111 tybtyester • Flat Tile 5:12 No limitation iofi itati • • al ti tatioq, •• • . Profiled Tile Prohibited 5:12 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 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. S. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P, Basik, IR/IRX, TU, 111 Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the priming 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. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. '0%. maximum roof slope for use as roof tile underlayment for ( direct -to -deck) tile assemblies shal4 J,. • as described below: • •• •• • •••• The above slope limitations can be exceeded only by using battens and counter battenvin with the Approved Tile System Notice of Acceptance and applicable Florida Building• • 0 0. 0 r 6 Roofing Tiles (6 Max. Per Stack) 12 • • • • • 9. Care should be taken during the loading procedure to keep foot traffic to a minirTnumind to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loadinn • • • • procedure. NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10 Page 4 of 6 • • • • • • • • •••••• • • • GENERAL LI MITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, ]R/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/1RX, TU, TU Plus, TU Polyester & MU 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 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 to prow • evaluate the installation of this materials. •••••• • • • • •••••• ••••• •• • • • • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICC MEMBRANES:' • • • • • ••••• • •••••• • • ••••• 1. Polyglass does accept the direct application of Polystick underlayment membran&t ood dams. • •••••• • Installers are cautioned to refer to applicable local building codes prior to directtallation • •• to ensure this is acceptable. Please also refer to applicable Product Data Sheets di the • •••••• o • responding products. • • • • • c 2. All rolls, with the exception of Polystick TU Plus and Polystick MU 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 and Polystick MU 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 Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. NOA No.: 07- 1025.10 Expiration Data: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of T/12" or greater. It is suggested that on pitch/slopes in excess of 6 ya "/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 TU Plus, Polystick MU 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 Premium 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 40 lbs 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. 11. All approved substrates should be dry, clean and properly prepared, before any application of P o l y s t i c k m e m b r a n e s c o m m e n c e s . An a p p r o v e d s u b s t r a t e t e c h n i c a l b u l l e t i n can be f u r n i s h e d t e • • request. It is recommended to refer to applicable building codes prior to installatian to 4erify •• • • • acceptable substrates. • • • • • • • • • 12. The Polyglass Miami Dade Notice of Acceptance (NOA) approval for Polystick manes and • PolyProtector UDL can be furnished upon request by our Technical Services Dept by i • • • calling 1(800) 894-4563. "" 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polyst erself- • • adhered underlayments. Warranty must be requested and registered by Polyglasseet n force. . 14. Questions in regards to the application of Polyglass products should be directed to our • "echni•.:. • 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. APPROVED END OF THIS ACCEPTANCE NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 • • • • • • • • • Mi SAM MADE MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 w1 ST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. •••••• This product is approved as described herein, and has been designed to comply with the Ijori4a Bui14'uug • • • • Code and the High Velocity Hurricane Zone of the Florida Building Code. •••• • • • DESCRIPTION: GAF RI JBEROID Modified Bitumen Roof System for Wool DO. . . : • • • • • •••• • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or lag, city, stale • • • 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 filejl an tjere has • • been no change in the applicable building code negatively affecting the performance of efts 'Abduct. • • • •. •••• 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 • • • • • Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated Deck Description: 19 / or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. MI General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or Securockm. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID Modified Base Shat, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below•, Fastening Options: GAFGLAS Ply 4, GAFGLAS Flex P1y 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Matbiurm Design Pressure - 45 psf, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem #12 standard, #14 or" f5 • • Screws and 3" Drill-TecTM steel plate or Drill-TecTM AccuTrac ?latA,12" o.d 7d • 3 rows. One raw is in the 2" side lap. The other rows are equalrspb • • • • approximately 12" o.c. in the field of the sheet. • • •' • (Maxk urm Design Pressure -45 psf, See General Llrnhation • • • GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Shat or any of Iledve Bash • "• sheets attached to deck with approved annular ring shank nails aodf A aps s a• • • f a s t e n e r s p a c i n g of 9" o.c. at the 4" lap s t a g g e r e d and in t w o roil 2: p c. in the field. • • . • (Maximum Design Pressure 525 psf, See General Lunitatim #7) . • • • GAFGLAS #80 ULTIMATM, RUBEROID ® 20, RUBEROID Smooth, • �, • sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 6© psf, See General Limitation #7 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or #'15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Ma reran Design Pressure 50 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 29 of 31 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill - Teen" #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - 7S psf, See General Limon # 7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat WeldTh Smooth or RUBEROID SBS Heat Weld"') One or more plies GAFGLAS PLY 4 or GAFGLAS Flex PIyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq. or RUBEROID Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID Torch Smooth, RUBEROID Torch Granule, Roof Match"' APP Torch Granule, RUBEROID EnergyCapTM Torch Granule FR, RUBEROID Torch Plus Granule, RUBEROID EnergyCapTM Torch Plus FR, or RUBEROID Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID SBS Heat Weld"' PLUS, RUBEROID SBS Hera -Weld"' PLUS FR, RUBEROID SBS Heat We1dTM 170 FR, RUBEROID EnergyCapTM SBS Heat WeIdrM Plus FR, RUBEROID SBS Heat- WeIdTM, RUBEROID SBS Heat We1dTM Smooth, RUBEROID ULTRACLAD SBS and RUBEROID SBS Heat - Weld"' 25 applied according to manufacturer's application instructions. . •••. Surfacing: Maximum Design Pressure: • • • •• • •••• (Optional, required if RUBEROID MOP Smooth or RUBE) DM 20 is.dap membrane) Install one of the following: • 1. Gravel or slag applied at 400 lbs.sq. and 300 lbs.sq. respectiKin a flail • • • • coat of approved asphalt at 60 lbs.sq. or applied in a flood cpgtggi,.eak . • Buster"' Matrix"' 103 Cold Process Adhesive applied at a nse pf 3 gaIJ$cit • • • • 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS EnerW Mineral • Surfaced Capsheet adhered in a full mopping of approved asthaltappliel: within the EVT range and at a rate of 20- 40lbssq. • • • 3. Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating, 6•••• 1.5 gal./sq. 4. Leak Buster"' MatrixTM 715, Leak Buster"' MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 13 gal./sq. 5. Leak Buster"' Matrix"' 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote ® roof coating applied at 1 to 1.5 gal /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 gal./sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening Above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibssq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sues 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 side lap 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 lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi:. •••• 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Foroe (1 value df.274 ' lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener valve, 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 attachTfiebtit based on t minimum fastener resistance value in conjunction with the maximum design value listen within a system. Should the fastener resistance be less than that required, as determined by thehigc4ing Oiiffy ci a revised fastener spacing, prepared, signed and sealed by a Florida Registered Enginej, Nvhitect, Qt • • • • Registered Roof Consultant may be submitted. Said revised fastener spacing shall utiliae•tbe withdravgal resistance value taken from Testing Application Standards TAS 105 and calculations:in compliance with. Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requiretientt of thpse arts. Fastener densities shall be increased for both insulation and base sheet as calculated in comp d rah w 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 Hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof prIssure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF TIES ACCEPTANCE j APPROVED NOA No.: 09-0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 • TGFUR1306 - Roofing System Primers - "Fire Our applied at 1- gal/1*0•fe. Base Skeet: - Orie ply Type G2 "GAFGLAS $75 Base Sheet ", or'Tri -Ply 075 Base Sheet ", mechanically fastened. Membrane: -- "Ruberoid Torch Granule cr "Ruberoid Torch Granule 1" ar "Rubereist Torch Granule Moe or 'Rebook! Torch PR" heat fused. S0. Deck: C -15/32 tndbies 1/2 S1. Derck: NC Incline: 1/2 56. Deuce: NC Page 14 of 48 Primer: -.- "Fire Out' applied at 1- gal / 1Oteftt. Base Sheets - One ply Type G2 "GAFGLAS *75 Base Sheer, or "Tri-Ply *75 Base Shear ", mechanically festenad, Ply Sheet (Optional): - One ply Type GI or Type G2, mechanically fastened. Membranes - "Ruberoid Torch Granule "or "Ruberold Torch Granule 1 "or "Ruberoid Torch Granule Planer "Rubei'ofd Torch PR" heat fused. Intuition (Optional): "" Min 1/2 in. wood fiber, mechanically fastened. SIip Sheet (Opthanal): - 1 ply "Stotm$afe" medtanically fastened. as its - One ply 'Liberty US Self- Adhering Base/Ply Sheet' or "Ruberoid SA Base/Ply Sheer self adhered. Membranes - One ply "Ruberold 589 Heat Weld 170 PR° or "ftubeerold 30 FR" or `Rubea'old Energyeap 588 SO Fr or "4uberoid 55S Heat Weld Pius FR" heat fused. 52, Deck; C- 35/33 Inclines 1/2 Ineuldtiari (Optional): - Any UL Gasified, any th'ckness, mechanically fastened. Barrier Board: -° minimum 1/2 -In. thick gypsum board or mialmun+ ees -in. thick G-P Gypsum Corp "DensDeck 0 Roofboard" or "DensDeck Primate Roolboerd" or "DensDeck Dur'aGuard " Roofboard" mechanically (intoned. •••• Barre Street: - One ply "Liberty SOS Self- Adhering Base/Ply Sheet" or "Ruberold SA Base/P Sheet" set adhered. • • Membranes - One ply "Ruberofd 585 Meat Weld 170 PR" or "Ruberold 30 FR" or "Rubereld Snergyeap 565;30 err • Hdat Weld Pius FR" heat fused. •• • •••• • • • •••• 53. Dade NC Inclines 1 • • • •••• •• • • • • • • • Primers -'Fire out` applied at 1- gai/100 -ft2. ••••• • •• • • Base Sheet (Optional)1 One ply "Ubetty MA Base Sheer, mechanically fastened. • • Pty !I - One ply " Lkierty WS $elf "Adhering Base/Ply Sheer or "Reberoid SA Base/Ply Sheet" self adtwetl • • • Clip Sheets - One ply "Liberty FR 815 Self- Adhering FR Qio Sh+e1t" er "Ruberoid SA Cap FR Sheet" set ednere i. • • • • • • • • • • • 54. Decks C-15/32 Irscfnet 1/2 • • • • • • • • •• • •••• • • Primer: - "Fire Out" applied at 1- gas /100 -ft • • SU she>et •••• p (Optional): - 1 ply "StormSafe" mechanically fastened. Base Sheet (Opliknal); - One ply "Liberty MA Base Shaer, mechanically fastened. Ply Sheets -- One ply "Liberty 585 Self- Adhering Base/Ply Sheet ' or "Rebored SA Base /Pty Sheet" self adhered. Cap Sheet: - One ply "Liberty PR 555 See- Adhering FR Cap Sheet" or "Ruberold SA Cap FR Sheet" self adhered. 55. Deck; NC Incline: 1 Insulation (Optional); - Polite, fitter glass, polyiaocyanurate, urethane or perlite /polyisocyanurate composite, offset 6 -in. from joints. Base Sheet: - One or more plies Type G2 "GAFGLAS *75 Base Sheet ", or "Tr-Ply 075 Base Sheet', or Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", or `Td -Ply Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened. Ply Sheet ( Optional): -" One or more plies Type Q1, hot mopped in place. Membrane; - One ply "Rubereld Torch Smooth" or "Ruberold Mop Smooth ". Membrane: One ply "Ruberoid Mop FR '. Inds net I Insulation COptierial)t -- Polyfaotyanurate, wood fiber, polite, glass firer, any tbickneos, hot mopped or mechanically fastened Base Sheets eo One or snore plies Type G2 "GAFGLAS 075 Base Sheet', or 075 Base Sheer, meehanlealty faseened. Ply Meet t - One or more peers "Ruberoid 20 hot mopped in place. Membranes - One ply "Rubernid SBS He -s ': e d ' us FR" or "R. ; PR" heat welded as pace. 57. Decks C -15/32 Incline 1/2 Base Sheet; -- Two or more piles Type G2 "GAFCIAS *75 base Sheet" or "Te -Ply 075 Bast Sheer, meehanieafly fastened. Membranes - One ply "Ruberoid 511.5 Heat Weld Pisa FR" cr "Ruberoui 589 Heat Weld 170 FR" heat welded In place.