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870 NE 97 St (11)Uplift Report OK, see attached. This permit expired in 2005. Permit was repurchased in 2006 and the uplift report was submitted at this time . CG Inspector Comments Passed , 1 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -25376 Permit Number: BP2004 -1668 Inspection Date: 08/24/2006 Inspector: Grande, Claudio Owner: MCCARTHY, NANCY Job Address: 870 97 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MIAMI ROOFING & WEATHERPROOFING aus 25 Ea Block: Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number 305- 758 -3396 Parcel Number 1132060142710 Lot: Thursday, August 24, 2006 Page 1 of 2 t ting Building Solutions For The Construction Industry 1 ngineering & o suiting, Inc. PROPERTY ADDRESS: 870 NE 97 ST OWNER: NANCY MACCARTHUR ROOFING SQUARES: 22 CONTRACTOR: MIAMI ROOFING SYSTEM ROOF PITCH: 3 :12 TILE TYPE: DOUBLE ROLL CONTACT PERSON: Testing Equipment: Digita Chatillon DFIS 200 North Reviewed By : Voce: 305- 256 -4550 No. 39228 & 843 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate: 02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 No. of Tests Performed 33 0 0 Total: 33 Results Passed Failed Failed Observation Cracked Loose Test Number(s) THIS ROOF HAS: PASSED © FAILEDE THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. 31 28 27 29 26 32 30 6 Test Tabulation "ROOF SKETCH" 25 23 z -Seda, P.E. Front Floridatec.net 24 8 9 PERMIT No: INSPECTION DATE: TEST DATE: 06/ 14/05 22 Lab Report No. 05- 060085 Required Testing Force: 35 Ibs 21 10 C.A. #: 26095 Fax: 1- 866 - 333 -6988 19 18 15 14 20 13 11 12 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil i g Inspection Request / Date 0 6 Type Insp'n Permit No. Name # i8 Address ¶ / v i( r Q Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Bu' ding Inspection Request Date Type Insp'n - 1 - to CA Permit No. ol4 - (o3' Name Pea Address 6 N , — L J+ 1 I() Company Phone # Inspection Date Approved Correction Re- Insp'n Fee Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date • , 0 i 0 5 Type Insp'n 1'�'fAttiM Permit No.B ZOO4 ° 144 Name ��+�}f 1 c �I lYl Address Company /1VVV4 Phone # ""b65/1/0 l0 - 5 81$ Inspection Date (01105 Approved Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING � C `JJ ! Permit No. 6PO41 162 PERMIT APPLICATION' a 2 kr I! Master Permit No. FBC 2001 Owner's Name (Fee Simple Titleholder) Permit Type (circle): Building p f Electrical Plumbing Mechanical N I J C 7 N.C.( -1 Owner's Address g? City tl deit $ (,,rreS State r I Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 647 City Qualifier State Certificate or Registration No. C C C 0 s 2- Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: Describe Work: Submittal Fee $ Notary $ Scanning $ 1`1 1 tWt1 Code Enforcement $ Total Fee Now Due $ ❑Addition ❑Alteration ❑New Ze g.91 C45/1 (Continued on opposite side) ( 0-1.1( ko a ( iat DC ( )264-- teri h'hone # ma (9( 5 . i20) State f i Zip .- ; 3 r E Permit Fee $ Training/Education Fee $ p"c tt Radon $ � \ Zoning Structural Plan Review. $ Certificate of Competency No. Phone # 5 �5� Square Footage Of Work: Z, c Sv * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Repair/Replace ❑ Demolition CCF $ 7/ 20 coicc 5 Technology Fee $ Zip 3 -Kb 6635 Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev (7 d ys after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a real ec ' t fee will be charged. Signature NOTARY PUBLIC: Sign: Owner or Agent The foregoing instrument was acknowledged before me this day of ��' j , 20C-y, by who is personally known r to me or who has produced As identification and who did take an oath. Pr m d ozo P ktk o Javier R Martinez Pri My Commission 00157854 My Commission Ex-pi 0o a° Expires October 13. 2006 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 � Contrac The foregoing ins ment was acknowledged before me this day of No V , 20 ' '1, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign v -- of My Commission Expires: Plans Examiner Engineer Zoning Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1668 Printed: 1 /10/2005 Applicant: PATRICK DOLINY Owner: DOLINY PATRICK JOB ADDRESS: 870 NE 97 ST Contractor MIAMI ROOFING & WEATHERPROOFING Contractor's Address: 667 NW 61 ST Local Phone: Parcel # 1132060142710 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 6 & E1/2 LOT 7 BLK 74 LOT SIZE 75.000 Fees: Description Amount FEE2005 -245 Building Fee $300.00 FEE2005 -246 CCF $7.20 FEE2005 -247 Training and Education Fee $2.40 FEE2005 -248 Technology Fee $7.50 FEE2005 -249 Scanning Fee $21.00 FEE2005 -250 Submittal Fee ($50.00) Total Fees: $288.10 Total Fees: $288.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/18/2005 Construction Value: $12,000.00 Work: RE -ROOF TILE IN FLAT COLOR THRU Signed: (INSPECTOR) Page 1 of 1 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO.NO. II t"32 iE - 710 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. Le ai.le� of riptr _pro�etr and street/address: t 1 I 1� 'GG 2. Description of improvement: 3, Owner(s) name and address: ' rte'r '"G • Interest In property: Name and address of fee simple titleholder. 4. Contractor's rtame.and. address: ri �. (lc. Lieir 1 P y h.0 1 AiL,A) I a 5 'l N 1 f} 1-.1 F 3 JS 0 5. Surety: (Payment bond .required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: • • 7. Persons within the state of Florida designated by Owner upon..whom notices or. other.documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, . Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the. Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. . Name and address: • 9: Expiration date this Notice of C 111 In d ffere t • ate Is specifie Signature of Ow Print Owner's N Sworn to and subscribed before me this Notary Public Print Notary's . Name My commission expires: 123.01 -52 PAGE 4 8102 ye, mmencement: (the expiration date is ..1 year from the date of recording unless a day of' ((�� ';ire 2 : b 6 f- 09�':�a,�ndedmN N:�Q� 9 6( 6/3 3 t G % �Biiilili 'N.1.0 1� STATE OF FLORIDA, ` COUNTY OF DADE r HEREBY CERTIFY that this is a true o of the original file,d. this office on ----i� day of , A D 20.0_4 WITNESS my hand and Official Seal. w • , N, CLER , 4 it and County Courts HA By .6. CF- 2004-R1 12 OR Bk 22911 F'9 0807; ( 1139 ) RECORDED' 12/16/2004 09:57:30 HARVEY RUIIIN, CLERK OF COURT MIAt1I -DARE COUNTY, FLORIDA LAST F'AGE 1111111111II11111III11111111111111111II1I1111 Prepared by Aiui.,i:o fi s T 8/15/2006 To: Current Owner 870 NE 97 Street Miami Shores Village, FL 33138- Dear Sir or Madam Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Permit: BP2004 -1668 Address:870 NE 97 Street Miami Shores Village FL33138- Date Expired: 12/6/2005 In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8 -5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein." Please contact the Building Department, immediately upon receipt of this letter. ( O� Co \ Im 6 I U(0 9d_ ()Jill eca\I 0_c 00w• s Mabel Va gas V1 \� ��� ��"` so Administrative Assistant Sincerely, High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 Section A (General Information) Master Permit R1o. Process No. 1 1 Contractor's Name: Job Address: (Miami Roofing & Weatherproofing 1 I870NE 97 Street F Low Slope I Asphaltic Shingles E Prescriptive BUR -RAS 150 Are there Gas Vent Stacks located on the roof? r Yes F No Low slope roof area (f1 'Miami, FL Roof Category r Mechanically Fastened Tile E Metal Panel /Shingles I Other:I Roof Type r New Roof F Re- Roofing r Recovering r Repair r Maintenance Roof System Information Steep Sloped area (ft.2)12200 Section B (Roof Plan) F Mortar /Adhesive Set Tile I Wood Shingles/Shakes If yes, what type? r Natural r LPGX Total (ft. �■. ..■ . ■ :■■■■ ■.■ ■ : ■■: ■ ■ ■■■ WE : ■■MM■ ■ ■..■� ■■ .■ ■ EM■■■■ ■■■■■.■■■■■■■■■■■■■■■ ■• • •••C• ■:CC '' :::C::::CC:C:C:::: .. • OMEOMMUNIMMOIMMEMEMOINIUMMEEMMMEMMOMMINMEMMEEMMOOM MUM ,fix s •11111••••••••••••••• ■. ■ ■... ••• • Li NEMIENEM im ■ mu iii ■..: ..U.■■..■■.. ■■.. ;�.i. C ■ ■i ■ .■.. ■■ ■■■■m■■m■mm.mu■■■■ ■mmil .■.■.■. i. . tii i ti ii i ■ ■■m. . ■■■■■ ■■i ■ ... 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Perimeter W dth a ): I - Corner Size (a' 1 4 - 66 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: "/12" Roof Mean Height 15 Ridge Ventilation: In /a Method of Tile Attachment: Alternate Tile Attachment Method: In /a 1Adhesive, Large Paddy Polyfoam Polypro Clip Spacing for Metal Roof Panels Field: 1 Perimeters: � Comers: Perimeter Width: �- Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 11" x 8" T & G Page 4 Alternate Deck Type: I n /a Underlayment type: I #30 Ibs Insulation/Fire Barrier Board: I n / a Optional Nailable Substrate: I n /a Fasteners: 11 1/4 RS nails Cap Sheet Type/Adhesive Type: I #90 Ibs astm./ Asphalt type 4 Roof Covering: 1Regal/Spanish S Tile • Roof Covering Attachment Method: I PolyPro Drip Edge Size & Gauge:1 face 26 ga. -1 Drip Edge Material Type: (Galvinized Metal J Drip Edge Fastener Type: 11 1/4 RS nails Hook Strip /Cleat ga. or weight: I N/A J Roof System Manufacturer: (Hanson Notice of Acceptance Number. X02- 0916.09 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: -45 P2: -95.1 P3: -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: "/12" Roof Mean Height 15 Ridge Ventilation: In /a Method of Tile Attachment: Alternate Tile Attachment Method: In /a 1Adhesive, Large Paddy Polyfoam Polypro Clip Spacing for Metal Roof Panels Field: 1 Perimeters: � Comers: Perimeter Width: �- Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 11" x 8" T & G Page 4 Alternate Deck Type: I n /a Underlayment type: I #30 Ibs Insulation/Fire Barrier Board: I n / a Optional Nailable Substrate: I n /a Fasteners: 11 1/4 RS nails Cap Sheet Type/Adhesive Type: I #90 Ibs astm./ Asphalt type 4 Roof Covering: 1Regal/Spanish S Tile • Roof Covering Attachment Method: I PolyPro Drip Edge Size & Gauge:1 face 26 ga. -1 Drip Edge Material Type: (Galvinized Metal J Drip Edge Fastener Type: 11 1/4 RS nails Hook Strip /Cleat ga. or weight: I N/A J Mean Roof Height in Feet 15' 20' 25' 30' 40 ' Roof Slope 4 1 1 1 1 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 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45 x ART 0.311 . Mg: 8.34 = Mr1: 5.65 , NOA Mf: 66.5 P 2:175:1 x A17.5 . Mg: 8.34 = Mr1: 21.23 NOA Mf: 66.5 P 3:17571 x A 0.311 . Mg; 8.34 = Mr1: 21.23 NOA Mf: 66.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: r NOA Mf: �- Mr Required Moment Resistance* *This Table must be used In conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 govern 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 adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zon are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring uni�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 Florida Building Code provides the option of maintaining this appearance. ti 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 over oaded from a build up 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 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. Owner's /Agent's Signature C: IDOCUJIE— IkmpLLOCAIS- 11Temp\SECTION 152.1.doe j; / /�x� Date Contractor's Si M 1 A M H3ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Regal/Spanish "S" 11 Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC 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.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Regal /Spanish 'S' II 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 2 -10d Ring Shank Nails' 1 33.1 1 48.1 1 45.2 1 Installation with a 4" tile headlap and fastemers are located a min. of 2'Y2 from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson RegaVSpanish 'S' II Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 2: Restoring Moments due to Gravity - M. (ft -Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" or greater Pioneer Regal /Spanis h 'S' I I Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 1: Aerodynamic Multipliers - (ft Tile Profile X (ft) Batten Application A. (ft Direct Deck Application Pioneer RegaVSpanish 'S' II 0.287 0.311 NOA No.: 02 -0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish 'S' 11 Polyfoam PolyProm 66.5 Polyfoam PolyPro TM 38.7 4 Large paddy placement of 63grams of PoIyPro"'. 5 Medium paddy placement of 24grams of PoIyPro"'. Table 4B: Attachment Resistance Expressed as a Moment - M -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hason RegaVSpanish 'S' II Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 Of 6 UNDERLOCK PROFILE DRAWINGS FASTENER HOLES ' 4411001, OVERLOOK L v, 13 1/4" REGAL AKA SPANISH "S" II HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02-0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 MIA PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05 /10/2006 APPROVED: 06 /14/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION . (305) 375 -2902 FAX (305) 372.6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMTTTEF This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 1s045000I 1pc200011templateslnodce acceptance cover pagadot Internet mail address: postmaster ®buildingcodeonlioe.com ® Homepage: http : //www.buildingcodeonline.com Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Su b-Category: Roof Tile Adhesive Materials: Polyurethane 1. 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 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 N/A ProPack ®30 & 100 Dimensions N/A N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability 2 Test Specifications PA 101 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 Perm /Inch Approval Date: June 14, 2001, Expiration Date: May 10. 2006 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan , e Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc, ACCEPTANCE No. : 01- 0521.02 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. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. r E.) _ F' 3 MS 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 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, 4.4 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. 4.5 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. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to su Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polvfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro'14 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, 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 5 ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products. Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01 0521.02 Frank Zuloaga, RRC Product Control Examiner r Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement In.x 3 In. S111416 PaddY on underlayment Single paddy on top 01 tile Eve Cowie 7 ACCEPTANCE No. : 01-0521.02 Single paddy between the Eave Closure 2 ht. x 7 In. medium Fasci s ize paddy eave course only Frank Zuloaga, RRC Product Control Examiner Single paddy under the Single paddy between tile 2 in. la In. medium she paddy eve course only Fascia Weephols Eave closure MP KO Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner Other Deck Type: IN /A Joist Spacing: IN /A Slope: Fir High 1/8 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION System Manufacturer: 'GAF NOA No:103- 0501.05 Anchor/Base Sheet & No. of Ply(s): 'N /A Insulation Base Layer /Size & Thickness: IN /A Base Insulation Fastener /Bonding Material: IN /A Top Insulation Fastener /Bonding Material: (N /A Insulation Top Layer /Size & Thickness: IN /A Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -52 Pmax 2: -87.3 Pmax3: - 131.4 Maximum Design Pressure, From the Specific NOA System: 52.5 Deck type: 11" x 8" T & G • These decks require a fastener pull test by an approved test labratory 'N /A Anchor /Base Sheet Fastener /Bonding Material: Wood Nailer: IN /A Base Sheet(s) & No. of Ply(s): 1 1 #75 Base Sheet Base Sheet Fastener /Bonding Material: 11 1/4 R.S Ply Sheet(s) & No. of Ply(s): 12 plies of fiberglass ply #4 Ply Sheet Fastener /Bonding Material: 'Asphalt Type III, IV Drip Edge Size & Gauge: I3" face 26 ga. Drip Edge Material Type: (GalviniZed Metal Hook Strip /Cleat gauge or weight: I N/A z] Coping Metal: IN /A Top Ply: 'mineral cap sheet Page 3 Top Ply Fastening /Bonding Material: 'Asphalt Type III, IV Surfacing: 'Granules FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 1 /" R.S. Nails Altemate Fasteners: IN /A 1. Field: 17 o/c @ laps & I` rows @ 6 " o/c 2. Perimeter: I " o/c @ laps & I4 rows @ I6 " o/c 3. Comers: Iv " o/c © laps & I rows @ I 6 " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter: I Comer: I High Velocity Hurricane Zone Uniform Roofing Permit Application Form - MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping /Flashing, Continuous Cleat, Cant Strip, Base ' Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. EN Page 3a Parepet Wall Height 0/ Ft.. MeanRoofHeight t 0 Ft. tc pr.ietS, MIAM woos CAPSHEeT BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this prod uct or material fails to net 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: GAF Conventional Built - Up Roof System for Wood Deck. 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 #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 Deck Type 1: Wood, Non - insulated . Deck Description: 19 1 3 2 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTi Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex Plyni 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure - 45 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-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 45 psf, See General Limitation #7) GAFGLAS Flex PlyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure - 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - 60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure - 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - 75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10t23/03 Page 18 of 21 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'/" Dens Deck or 1 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 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 lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 21 of 21 ROOF COVERING MATERIALS (TEVT) 2004 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU)— Continued SPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type,G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached' granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for Gl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" • or "GAFGLAS Ply 6" ) 'as • the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all•insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or. C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA Fn <revCuard RA" may be substituted for any Atlas polyisocyanurate insula- mv of the following Classifications.. bull "Perma Mop" may be utilized with any of the following "Asphalt I•en Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may' be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite. Recoyer Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "'Ruberoid Heat Weld" SBS. roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 ' Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic,:any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS.PIy 6 ", hot mopped. . Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane; perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS PIy 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC ' Incline: 1/2 Insulation•. One or two layers "Isotherm R ", 4 in. max, hot mopped. 5. Deck: C -15/32 Incline: 1 • Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet:. One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC. Incline: 3 Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One. layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation:. One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite /isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6'in.). Base Sheet: One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more Payers 'perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet:, Two or more layers Type G2 or G3.• Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate; urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. • Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF- GLAS Ply 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 .Incline: 3 -1/2' Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 • Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. 1. 1. 1. LOOK FOR THE •UL MARK ON PRODUCT ROOF COVERING MATERIALS (TENT) 173 Roofing Systems (TGFU)— Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. MIAMI SHORES VILLAGE APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date il c°4 Owner's Name and Address...... til, Pi i S 4..e 0.63 • 1d q.9_._ ,§r ea 6 No Street Registered Architect and /or Engineer Name and address of licensed contractor K b_tll_ �� ®��[� 4.0_.- 11 0 11 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done . t71 iv 6 9 7 State work to be done and purpose of building (by floors) New Building V 1-3 rO6P f® =CZ ∎476 BUILDING INSPECTION DEPARTMENT 46 7&' and for no other purpose. Remodeling Addition Repairs No. of Stories A To be constructed of Kind of foundation Roof Covering . Estimated Total cost of improvements $ ____C Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection . the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub pntMct. o worl /to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, I COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. '---"---- r Permit No 9 Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman .. Member Member Member Member Member Council Approved Date Disapproved Date OTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from e Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 0 MIDA 'Testing Building Solutions For The Construction Industry ngineering & o isulting, Inc. C.A. #: 26095 13605 S.W. 149 Avenue Unit 1 Miami, FL 33196 Certificate: 02- 0501.06 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS:870 NE 97 ST PERMIT No: e, 1 0l8 OWNER: NANCY MACCARTHUR ROOFING SQUARES: 22 CONTRACTOR: MIAMI ROOFING SYSTEM ROOF PITCH: 3 :12 TILE TYPE: DOUBLE ROLL INSPECTION DATE: CONTACT PERSON: Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS: PASSED © FAILED❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. North 39228 & 843 Vcice: 305- 256 -4550 No. of Tests Performed 33 0 0 Total: 33 Results Passed Failed Failed Reviewed by: ROY Rafae Proz -Seda, P.E. 31 33 28 27 29 26 32 30 6 Test Tabulation Test Number(s) :: bservation racked ._Dose Lab Report No. 05- 060085 TEST DATE: 06/ 14/05 Required Testing Force: 35 lbs "ROOF SKETCH" 5 25 23 24 8 9 Front 22 21 10 19 18 15 14 20 13 1 1 12 Floridatec.net Fax: 1- 866 - 333 -6988 MIAMI SHORES VILLAGE UILDING DEPARTMENT 305- 795 -2204 } BuilIing Inspection Request Date Type Insp'n Permit No. r PO D (0! g Name Y� Address 510 , ""4 ) s Company incy- &le Phone # Inspection Date Approved Correction Re- Insp'n Fee Z.51 � Application is hereby mode for the approval of the detailed statcnuenr ur 'sae plans and specifications herewith submitted for the build inc or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miaani Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. cz ..._.... , I9.C.. °_ Owner's Name and Address .........�l�.G.. gs*/Le_' .... „ . _. No... 2 /_v treet._.21 ... ........ / 6941C . .,tt•••ttf•!tttlltTltNN!•t,! •t Name and address of licensed contractor ..G���[ .- ..:r�.f ......k�.f%C�l.� .1�.�.1 I/ �.� //� Registered Architect and /or Engineer Locatiop and g a),d • cription of lot to be built on: Lot.. ` ' v/y� Block 7 4 Subdivision. 41,13 .... _Le. d_1'R //" f Street and Number where work is to be done E 9c .42. :. •2 State work to be done and build' (by floors ... ..l j � _4,Z _ and for no other purpose. New Budding ..... Remodeling Addition Repairs No. of Stories _ To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 6800 _ Amount of Permit $. -,.. !1 Zone cubage required plan Cubage Distance .to next nearest building Size of Building Lot _ .......... ...... .................. _........_ \iaxiunum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building per:nit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Sup ileurent, and has complied ss ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the si the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontra •rs, on % to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks... (Signed).. STATE OF FLORIDA, COUNTY OF DADE. ss• Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him Q stated are true.. / Permit No.._ LJ..J / Date 7 1 i/ v ....._._._ Read, Sworn to and Subscribed before me. Disapproved ...• .!f • ...W... a ate .._........_ (Signed) APPLICATION FOR BUILDING PERMIT Building Inspector MIAMI S H O R E S VILLAGE BUILDING INSPECTION DEPARTMENT Y Notary Public, State of Florida My Commission Expires to me well known, PLANNING BOARD DATE Chairman Member \Icrnber Member \fcmbct Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmin the I'l.rnnir.g 11o.rrd. A re inspection fce of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. bA �7 77 ,19.x!/. Owner's Name and Address D, 1 , CAPOs q/ No B1 Street. A / S Registered Architect and /or Engineer. Name and address of licensed contractor CAgeel/z/1 &Et Location and legal description of lot to be built on: Lot Block G �� �� y div ^ � � Street and Number where work is to be done Q State work to be done and purpose of building (by floors) - f F - �d 0F and for no other purpose. New Building Remodeling Addition Repairs l" No. of Stories 1 To be constructed of Kind of founda ion Roof Covering S/fJfhC" te TII E V if /tvE 1. 1 . Estimated Total cost of improvements $ 77 ,00 Amount of Permit $ 7, 0 d Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to - - - -- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work sublic notice or notices as are required by the Act. The undersigned agrees to employ only such ubcontractors, on wor. o be per such uj; r this permit, as are licensed by Miami Shores Village. e, ( Signed ) - ,e- Remarks Building Insp or MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT /(-c,- cor Date - - 3d( 1 7/ 3T / J11 ill g7-2--- is I Read, Sworn to and Subscribed before me. STATE OF FLORIDA, ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him / stated are true. 1 Permit No / 6 ' 4- 3 Date Disapproved `� (Signed) to me well known, Notary Public, State of Florida My Commission Expires LANNING BOARD DATE Chairman Member Member Member Member Member ` • . Council Approved _ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty ' materials and /or workmanship.