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RF-09-2034 9 !RF-1 2-09-2034 Miami Shores Village 10050 N.E. 2nd Avenue L I J iI Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 LOR Ex ira 12mi p. Project Addres Parcel Number Applicant s 1400 104 Street 1122320320270 ROBERT SHIPPEE Miami Shores, FL Block: Lot: Owner Information A ddress P hone Cell ROBERT SHIPPEE 1400 NE 104 ST MIAMI SHORES FL 33138 -2664 Contractor(s) Phone Cell Phone Valuation: $ 19,000.00 MIAMI ROOFING SYSTEMS INC _ Total Sq Feet: 2854 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $11.40 RF -12 -09 -36619 $ 392.40 $ 342.40 Education Surcharge $3.80 0 Permit Fee - New Roof $300.00 RF -12 -09 -36619 $ 392.40 $ 392.40 $ 0,00 Scanning Fee $12.00 Submittal Fee $50.00 Technology Fee $15.20 Total: $392.40 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. December 22, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy December 22, 2009 1 RE ` I STRUCTURES a FI ' �ding Code Edition 2004 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Applications Surfacing: 4 Fill in specific roof assembly components _ and identify manufacturer Fastener Spacing for Anchor /Base Sheet Attachment: (If a component is not used, identify as "NA ") Field: � " oc @Lap, #Rows a @ oc System Manufacturer: Perimeter: ?�" oc @ Lap, # Rows @ f oc Product Approval No.: c% Corner: " oc @ Lap, # Rows @ " oc Design Wind Pressures, From RAS 128 or Calculations: ' - t° t Number of Fasteners Per Insulation Board: Pmaxl: Pmax2: Pmax3: � _� Field Perimeter ��°° Corner Max. Design Pressure, from the specific Product Approval system: Illustrate Components Noted and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Slope: f� �6 Type, Fastener Spacing or Submit nchor /Base Sheet & No. of Ply(s): nchor /Base Sheet Fastener /Bonding Material� Insulation Base Layer: ` 61 Base Insulation Size and Thickness: F Ba In Fastener /B nding Material: _ -- r1 0-r — rYt (: Parapet Height Top Insulation Layer: _ �_ Top Insulation Size and Thickness: 1 — a «' 41 �✓�'C ''� °� - � f : -FT Top Insulatio Fasil,ener /Bonding Material: Mean Roof Base Sheet(s) & No. of Ply(s): o �� .„ r � Height ase S et CLI F ene /Bon n Material / i • ►�� Ply Sheet(S) & No. of Ply(s): Y� • • • • • • • • • • • • } Ac) Ply •. ... •. • ;� I, Ply Sheet s�te�ter /B �f(lateria � t F , p d" Top Ply: • • •• • •• • Top PI ner /Bondin M terial: ..�►' FLORIDA BUILDING CODE — BUILDING • • ' ' • • • • • • 15.33 MIAMI MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Firestone Building Products Company 310 East 96 Street Indianapolis, IN 46240 -3702 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Firestone Modified Bitumen Roof Systems over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 03- 0819.04 and consijtS VfV*e,1 1; %mjgh 34. • • • The submitted documentation was reviewed by Jtuge 4:kWbV. • • . ... . . ... . . . . . . . . . . . . Y • " • NOA No.: 05- 0830.10 Expiration Date: 03/08/11 ... • • • Approval Date: 12129/05 • ; Page 1 of 34 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19 /32 ° or greater plywood or wood plank fasten to supports with # 8 x 2' /s" wood screws at a maximum spacing of 6' o.c. System Type A(1): Anchor sheet mechanically fastened; all layers of insulation adhered with approved asphalt. Aft General and System Limitations apply. Base Insulation Layer Insulation Fasteners Fastener Iso 95+ GL or Approved Polyisocyanurate (Table 3) Density /ft Minimum 1.5" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener FiberTop, High Density Wood Fiberboard (Table 3) Density /ft Minimum VY thick N/A N/A Perlite Minimum 3 14" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Anchor Sheet: One ply of Firestone MB Base Sheet lapped 4" and fastened with approved corrosion resistant roofing nails and tin caps 9" o.c. at the lap and two rows staggered in the center of the sheet 18" o.c. Ply Sheet: One or more plies in any combination of the following: Firestone MB Base Sheet, SBS Base, Manville G1asBase, Perma -Ply 28 or Firestone Type IV or VI ply sheet bonded to the insulation in a full mopping of ASTM D 312, type III or IV asphalt applied within the EVT range and at a rate of 20 -40 lbs /sq. Membrane: One ply of Firestone SBS, SBS FR, SBS Smooth, SBS Premium, Premium FR, SBS Glass or SBS Glass FR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs. /sq. Surfacing: (Optional) Install one of the following: 1. Gravel or slag at 400 and 300 lb., ec rively, set in a flood coat of type III or IV asphalt at 601D, /Sq.; . .. . . . . ... . 2. Kannak No. 97�10. D7�1" a� an app of V/z gal. /sq. Maximum Design Pressure: —52.5 psf (See G emplVmitatiorr #7J• • • • • . . . . . . . . . . . . . .. . . . .. . . y • • • NOA No.: 05- 0830.10 Expiration Date: 03/08/11 • • • • • • Approval Date: 12/29/05 ;.; Page 12 of 34 . .. .. . . . .. .. YYY • • • YY• • • WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings,of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs. /sq. 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 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (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 referreA lviop this N,04, Cyqueral Limitation #7 will not be applicable.) •„ 10. All products listed herein shall have a qua , uvarice aucli Cin:a � &dance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE • r•r . ... .. . . ... . .. .. .. . .. .... r • • • • NOA No.: 05- 0830.10 Expiration Date: 03/08/11 .. " " r s • • Approval Date: 12/29/05 • Page 34 of 34 ••• • • • ••• • • TGFU.R9516 - Roofing Systems Page 1 of 1 61. Deck: C -15/32 Incline: 1/2 Insulation: — Polylsocya n u rate, urethane, polyisocyanurate /perlite composite, urethane /perlite composite, 2 in. thick min, glass fiber, wood fiber or perlite, 1 in. thick min, joints in Insulation offset 6 In, with joints in deck. Insulations requiring a min thickness of 2 in. may be used in a 1 -1/2 in. thickness If covered with 1/2 In. thick layer of wood fiber, glass fiber, perlite or gypsum wallboard. Base Sheet: — One or more plies Type G2 or "SBS Base Sheet ", mechanically fastened or hot mopped. Ply Sheet (Optional): — One or more plies "SBS Smooth ", mechanically fastened or hot mopped. Membrane: — One or more plies "SBS ", "SBS Premium" or "SBS Smooth" (modified bitumen), hot mopped. Surfacing: — "Aluminum Fibered Roof Coating ", 1 -1/2 gal /sq, Karnak Chemical "No 97 ", 1 gal /sq or "No 97AF ", 1 -1/2 gai/sq. 62. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified, any thickness. (EPS must be covered with 1/2 In. thick min wood fiber, glass Fiber, perlite or gypsum wallboard). Base Sheet: — One or more plies Type G1, G2, G3 or "MB Base Sheet ", mechanically fastened or hot mopped. Membrane: "SBS Premium FR" (modified bitumen), hot mopped. 63. Deck: C -15/32 Incline: 1/2 Insulation: — Wood fiber, 1 In. thick min, glass fiber, 15/16 in. thick min, perlite, 3/4 in. thick min, polyisocyanurate, phenolic, urethane, polyisocyanurate /periite composite or urethane /perlite composite, 2 In. thick min or polyisocyanurate, phenolic, urethane, polyisocyanurate /perlite composite or urethane/perlite composite, min 1 -1/2 in.. covered with: 1.)Wood fiber, 1/2 In. min, 2.)Perlite, 1/2 in. min, 3.)Gypsum, 1/2 in, min, 4.)Flberglass, 1/2 In. min. Joints In insulation offset 6 in. with joints In deck. Ply sheet: — One or more plies Type G2 (26 lb /sq min), "MB Base Sheet" (26 Ib /sq min) or "SBS Base Sheet ", mechanically fastened or hot mopped. Ply sheet (Optional): — One or more plies "SBS Smooth" or Type G1, hot mopped or mechanically fastened. Membrane: — "SBS Glass FR" (modified bitumen), hot mopped. 64, Deck: C -15/32 Incline: 1/2 Ply Sheet: — Two or more plies Type G2 (25 Ib /sq min), "MB Base Sheet" (26 Ib /sq min) or "SBS Base Sheet ", mechanically fastened or hot mopped. Ply Sheet (Optional): — One or more plies "SBS smooth ", hot mopped or mechanically fastened. Membrane: — "SBS Glass FR" (modified bitumen), hot mopped. 65, Deck: NC Incline: 1 Insulation (Optional): — Any UL Classified, any thickness (EPS must be covered with 1/2 In. min wood fiber, glass fiber or perlite). Base Sheet: — One or more plies Type G1, G2 or G3, or "SBS Base Sheet ", mechanically fastened or hot mopped. Ply Sheet (Optional): — One or more plies "SBS Smooth ", mechanically fastened or hot mopped. Membrane: — One or more plies "SBS Glass FR" (modified bitumen), hot mopped. 66. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): — Any UL Classified, any thickness. Barrier Board: — Regular or water resistant wallboard, 1/2 in. nom. Membrane: — "Standard RubberGard ", (EPDM) 45 or 60 mil Surfacing: — After the EPDM Is allowed to weather for approximately two weeks, "PC -100 Coating" at 1 gal /sq. Optional: General purpose or silica sand (sieve size of 50,toU67gia: bj VtUec:In:o 41T,* wet coating at 35 lb /sq. • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• • • • • • • • • • • • • • • •• • • • •• • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http: / /database.ul.com/egi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =T... 2/13/2009 Miami Shores Village L/ M �k Buildin g Department artment ED E U 1 u 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: " "' °' "" BUILDING Permit No. M PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Electrical ` Plumbing Mechanical oofing Owner's Name (Fee Simple Titleholder) y�(.F Sl'l 1 ore Phone # Owner's Address I t AbO NE 10 City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) _ 40o N e 104 5� City Miami Shores Village County Miami -Dade Zip 33 15 O Is Building Historically Designated YES NO ✓ �'� 'l ' Contractor's Company Name lC�O Phone `� ..�. Contractor's Address 00 A) )01 5 d 0 City o iam I State �V Zip 33 / Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit $ 1' c1D Square Foota r � _�• _. 14 - 100 4A sjoq Type of Work: cMA� New , Describe Work: e. YD4 Submittal Fee $ ' c o Permit Fee $ CCF $ CO /CC Notary $ "� Training/Education Fee $ Technology Fee $ 1N_ao _ Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due S �� • ►'l / (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 6 Owner or Agent Contractor The foregoing instrument was acknowledged bef me this The foregoing instrument was acknowledged before me this day of oar 20�, by �� itp day of , 20Kn_, by JClu6CN i llCt ✓' * IV w is personally known t � e or who has produced w is usua 1 v known to me or who has produced RLU R1 did take an oath. as identification and who did take an oath. NOT of U, W NOTAR I� Sign: 11!1'2 fINldU AMA. Print: Q YI My Commission Expires: ' APPLICATION APPROVED BY: �pL� Plans Examiner Engineer Zoning Chc 05/13/03 OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Nam C ►�{ Property Address <-> Roofing Permit Number Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my buildi ecause: The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. U The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). Signature of Property Owner R &\Oe S�%ippE,is Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this _ 4_ day of , 20 Cam (SEAL) L � PlAft - VAN a+s V P A Op Imn ° MMrMNMIN When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C:0ocmre t and Seuingsktc \My Documents\StatisticsCr phs_2V2oofing davit Compliance- 92607F.Nblc doc Miami -Dade My Home Page 1 of 2 My Home J .. , MIAMI -MADE Show Me: Property Information - Legend Search By: Select Item B Selected Property Text only .ry. rJ Pro, e rty Apprais Ta Estimato - - -- ,. � ^e Street 1j, Property Appraiser Tax * ** 0 Highway Comparison tq itt4tti" l Miami -Dade Portability S.O.N. Calculator County e" Water Summary Details: w N Folio No.: 11-2232-032 Property: 1400 NE 104 ST W E ailing ROBERT W SHIPPEE &W ddress: HELEN R $ 1400 NE 104 ST MIAMI SHORES FL 3138 -2664 Property Information: Primary Zone: 1100 SINGLE FAMILY R ESIDENCE LUC: 0001 RESIDENTIAL- 4ttZtg SINGLE FAMILY Beds /Baths: /2 Floors: 1 iving Units: 1 Digital Orthophotography -2007 0 112ft d' Sq Footage: ,179 Lot Size: ,850 SO FT ear Built: 1954 RIVER BAY PARK My Home I Property Information I Property Taxes Legal DDN PB 40 -72 LOT 6 1 My Neighborhood I Property Appraiser Description: BLK 4 LOT SIZE 75.000 118 Home I Usi Our Site I About I Phone Directory I Privacy I Disclaimer Assessment Information: ear: 1 2009 1 2008 Land Value: 1 $154,864 1$237.69 Building Value: $189,534 $259,63 If you experience technical difficulties with the Property Information application, arket Value: 1 $344,398 97 ,33 or wish to send us your comments, questions or suggestions ssessed Value: $150,269 150,11 please email us at Webmaster Exemption Information: ear: 1 2009 1 2008 Web Site Homestead: 1 $25,000 1 $25,000 © 2002 Miami -Dade County. _nd_tomestead: I YES I YES All rights reserved. Taxable Value Information: Y ear: 2009 2008 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $100,269 $100,119 County: $50,000/ $50,000/ $100,269 $100,119 C ity: $50,000/ $50,000/ $100,269 $100,119 School Board: $25,000/ $25,000/ $125,269 $125,119 Additional Information: `;lick here to see more information for this roperly http: / /gisims2. miamidade .gov /myhome /propmap.asp 12/17/2009 G� r- a — ° D V. m_- -- SECTION 1524 HIGH VELOCITY HURRICANE ZONES -- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 designated space indicates that the item has been explained. 1. Aesthetics-workmanship: The workmans p rovisions of Chapter I S ( High Velocity �w P� P P P ( g Y Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). wS 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. �ZusS 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6Z csS 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so.that the roof is Mt ..... ......_. . . . overloaded from a build up of water. Perimeter /edge walls or other roof extensions ma block thir4ischarge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overfl"6vy. i; accordance' with the requirements of. Chapter 15 and 16 herein and the Florida Building Code, Plumbing. • • : • • • •: ..... ,ws 7. Ventilation: Most roof structures should have some ability to vent natural mairflE;w throb Al: the ..:..' interior of the structural assembly (the building itself). The existing amount of attic venliralion shall not be • • • •; • reduced. Exception: Attic spaces, designed by a Florida- licensed engineer or registerkd drlhitectip.elimin�t� the attic venting, venting shall not be required. • • • • Owner's /Agent's Signature: �� Date: .11- Contractor's Signature: Permit Number: Property Address: f 0 0 Section A MIAWDADE Miami -Dade County Building Department Electronic Application mm High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every 0ay Section A (General Information) Master Permit No: Process No: Contractor's Name: MIAMI ROOFING SYSTEMS Job Address: 1 1 , 400 NE 104 ST Roof Category ✓❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof E� Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Roof System Information ��cc Low slope roof area (ft. yi 1p Steep Sloped area (ft. dr Total (ft. 00.7 Section B (Roof Plan) I Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include I dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ;Perimeter Width (a'): Corner Size (a' x a'): '9. S I I 5 i 1 0000.. 0000.. 5�� 0.00•• 0.00•• •• • 000000 , , • • • • • • • 0000 , , 0 • • 0000•• � 0000 06.00 •••••. 6.00•• • . 0000.. j 17 .• •0 • 0000.. ,�. . • , . • 0000 000000 ka e 0 0000 0000.. 000• f i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form.. '' n�t Section C (Low Slope Application) Surfacing: M j ig Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor /Base'Sheet Attachment: (if a component is not used, identify as "NA ") Field: M_ r " a oc @ Lap, # Rows @ " oc System Manufacturer: r t o '(el !/ �, Perimeter: �E' " oc @Lap, # Rows � @ � " oc Product Approval No.: °�� �!� . Corner: U " oc @ Lap, # Rows 1 4 @ " oc Design Wind Pressures, From RAS 128 or Calculations: Pmax1: _ qQ•a Pmax2: _ ?a � Pmax3: Number of Fasteners Per Insulation Board: �} ��/ Field Wk Perimeter 9t+ Corner � j 11 4 Max. Design Pressure, from the s cific Product Approval system: — 5 Illustrate Components Noted and Details as Applicable: Deck: Woodblockin Gutter, Edge Termination Str Flashin Type: �� g, g g, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Gauge/Thickness: Indicate: Mean Roof Height, Parapet Height, Height of Base / Flashing, Component Material, Material Thickness, Fastener Slope: Type, Fastener Spacing or Submit Anchor /Base Sheet & No. of Ply(s): N p Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: )V Base Insulation Size and Thickness: ( _ F T, gCa,YllfiT� � Base Insulation Fastener /Bonding Material: G-+I'9 ! Parapet I1 Height j Top Insulation Layer: �� �lQ• 9 + +�(� +Q ..tt Top Insulation Size and Thickness: N� -- -- - - - : -- FT. _ P 9 �' c.�.�C,1— - • -� •I • ! Roof ... To Insulation Fastener/Bonding Material: n tT • • - — Y Base Sheet(s) & No. of Ply(s): 1� 1Q _ ( 0 Mb b%5e Y Y Y •i Y • Height i s • • • . YY Y!YY • Base S eet Fastener /B Material: , • i r Y . Y • ; nne • • • • • • • • • • n►r C�_= -pC�� er ed 1 �U Q J i�+ Ply Sheet(s) & No. of Ply(s): �P 0 ( ine�on�' •l'+(Pe uz �1C��' �na� .. •. • i • • • ..... �ir����� •�• • YYYYi Ply S get a t ner / ding Material: V1 (� P • YYYY • pit Top Ply: (i) ^�jrvZ— �0 Y��O Y To.p.Rly FasteperiBonding Ma eria • �( a�'�' �'ifl2'T� FLORIDA BUILDING CODE — BUILDING 15.33 Tile Roof System MIAMIUADE Miami -Dade County Building Department Electronic Application Section D Sloped_System -UPs:r�ption Tile Rook System Velivering Excellence Every Oay" •. O Roof System Manufacturer: 1-1-W eir.Op Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 45 P 2: 7 g. ` P 3: Maximum Design Wind Pressures, (From the NOA Specific system): 31.3 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text b> _)k Deck Type: - -5/8" Plywood- - Optional Insulation: N/A Optional Nailable Substrate: N/A Optional Nailable Substrate Attachment: Roof Slope: "712" N/A Roof Mean Height: �? _ ft. Basesheet Type: Method of Tile Attachment: 30# ASTM 1 --Adhesive, 2 Small Paddy Polyfoam Polypro -- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1 1/4 RS COIL NAIL Tile Underlayment (Gap Sheet ) T;pt?: "` 90# TILE UNDERL!! YMENT '• Drip Edge Size &Gauge: --3" face 2�jga. -- � � • ..•••. Tile Underlayment A tAelf fient Method: --G • • Drip Edge Material Type: alvanized M etal-- .... „ HOT MOPPED 0 0 ••: ......... . .. .. . ...... Drip Edge Fastener Type: 1 1/4 RS COIL NAIL Tile Profile: ; ";•• •� .. �s ' Hook Strip /Cleat gauge or weight: � • � . Section E 2 MIAMI•D1ADE Miami -Dade County Building Department Electronic Application om High Velocity Hurricane Zone Roofing Permit Application Form "0eliver4iw Excellence Every Day" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. P 1: 45.1 x 0.313 = 14.11 - Mg: 8.03 = Mr1: 6.08 < 31.3 NOA Mf P 2: 78.6 x 7 0.313 = 24.60 - M 8.03 = Mr2: 16.57 < 31.3 NOA Mf P 3: ,116.2 x X 0.313 = 36.37 - Mg: 8.03 = Mr3: 28.34 < 31.3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: x 1: = x w: = W: = x cos 0: = Frl: 5 NOA F' P2:Ox1: = xw:= W. x Cos 6: =F2: 5 NOA F' P3:x1:= xw: = -W:= x Cos 0:= Fr3:5 NOA F' Where to Obtain Information to complete tile calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site • • 0000•. Roof Slope 0 Job Site '.,' •• • �• Aerodynamic Multiplier Product Approval (N •0.000 • O} • _ _ • Restoring Moment due to Gravity Mg Product Approval (rJOAr • • • +• •: • 0000•• Attachment Resistance Mf Product Approval (NQ4 0 • • • • • • Required Moment Resistance Mr Calculated • Minimum Attachment Resistance F' Product Approval (;OA) • 0000 •••,;. Required Uplift Resistance Fr Calculated ' �, • ; • • • • • • • • Average Tile Weight W Product Approval (NOA) "" • Tile Dimensions I = length Product Approval (NOA) w = width MIAMI DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DMSION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Firestone Building Products Company 310 East 96" Street Indianapolis, IN 46240 -3702 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Firestone Modified Bitumen Roof Systems over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. :000:0 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Count;, Fbiida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NO4 ?s giplayeV, Wit shall...:. be done in its entirety. • 000.0. 0 .6000. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufaitwergr its c45, iblitors 6 and shall be available for inspection at the job site at the request of the Building Official. • 0 • • • ` 6 • 66 6.66 6 6 66666 . . 0. This NOA renews NOA # 03- 0819.04 and consists of pages 1 through 34. • • • • 000.. 0000 . e submitted documentation was reviewed by Jorge L. Acebo. 6 6 . . " • • . . ..66.6 0000 0 . 000 . 0000.. 00 0 0 .. 0 . 0 0006 NOA No.: 05 -0830.10 Y Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 1 of 34 Membrane Type: SBS Deck Type 1I: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank fasten to supports with #8 x 1 -5/8" wood screws at a maximum spacing of 6" o.c. System Type E(2): Base sheet mechanically fastened. All General and System Limitationg-p 1p y. B One ply of Firestone MB Base mechanically fastene to the wood deck as escn e e ow. Fastening #1: Base sheet shall be lapped 4" and fastened with Firestone #14 AP fasteners 3" a Round Metal Plates 12" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c. F Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 6" o.c. at the lap and two rows staggered in the center of the sheet 6" o.c. Ply Sheet: One or o�erin f SBS Smooth or SBS Base sheet o irestone � or VI ply sheet a a full mopping of approved asphalt app ie wEVT rang e and at a rate of 20 -40 lbs. /sq. Membrane: O e ~ 1 0 lrestone SBS FR SBS BS Smooth, SBS Premium, Premium FR, SBS Glass or SBS Glass FR adhered in a full mop of a p p roved asphalt PP g PP P applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional) Install one of the following: 1. Gravel or slag at 400 lb. and 300 lb., respectively, set in a flood coat of type III or IV asphalt at 601b. /sq.. 2. Karnak No. 97, No. 97 AF at an application rate of 1 gal. /sq.. Maximum Design "���'� Pressure: —52.5 psf (See General Limitation #7) ; • • • ; • • • •••••• ••••• •••••• • • ••••• • • •••••• •••••• • • •••• •••••• • s • _ NOA No.: 05- 0830.10 Expiration Date: 03/08/11 Approval Date: 12/29/05 Page 33 of 34 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings,of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calcul�ted in compliance with Roofing Application Standard RAS 117. (When this Hotaloon is X*tttically...... referred within this NOA, General Limitation #9 will not be applicable.) ' ..' : .. . • • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing townination desigtrs shall • • • • • • conform with Roofing Application Standard RAS 111 and applicable wind load YegAirements.' :....: 9. The maximum designed pressure limitation listed shall be applicable to all roorlifAsure z ®xa9 ;i e. • field, perimeters, and corners). Neither rational analysis, nor extrapolation shalf N permitted for .. enhanced fastening at enhanced pressure zones (i.e. perimeters, extended com"9 ald corntfs ! ...... (When this limitation is specifically referred within this NOA, General Limitation #7 wili not be •, applicable.) : ...... • • • • • • 10. All products listed herein shall have a quality assurance audit in accordance with "Floridl $'ui lding • • • • Code and Rule 9B -72 of the Florida Administrative Code. 00 • • • .... END OF THIS ACCEPTANCE NOA No.: 05- 0830.10 ri- Expiration Date: 03/08111 Approval Date: 12/29/05 Page 34 of 34 TGFU.R9516 -Roofing Systems Page 1 of 1 134. Deck: NC Incline: 1 Insulation (Optional): — Any UL Classified, any thickness. ( EPS must be covered with 1/2 in. min wood fiber, glass fiber, perlite or gypsum wall board). Base Sheet: — One or more plies Type G1, G2 or G3 or "MB Base Sheet ", mechanically fastened or hot mopped. Membrane: — "SBS FR" (modified bitumen), hot mopped. 135. Deck: C -15/32 In ne: 1/2 Base Sheet: One or mor a ers "MB Base Shee,,t Type G2), e h ni II st ed. Ply Sheet: — O or la ers l� o' r "Type VI" (Type G1), 0 mo Cap Sheet: — ne layer "SBS FR or "SBS Premium FR ", (modified bitumen) hot mopped. 136. Deleted. 137. Deleted. 138. Deck: NC Incline: 1/2 Insulation (Optional): — Any UL Classified polyisocyanu rate, wood fiber, glass fiber or perlite, any thickness, hot mopped or mechanically fastened. Base Sheet: — "SBS Poly Torch Base ", heat fused. Ply Sheet (Optional): — One or more layers "Type IV ", "Type VI ", "MB Base Sheet ", "SBS Base Sheet ", "SBS Smooth ", "SBS Premium Base Sheet ", hot mopped or "SBS Poly Torch Base Sheet ", mechanically fastened in the sidelap, then overlap is heat fused. Membrane: — One or more layers "SBS FR" or "SBS Premium FR" (modified bitumen), hot mopped or "SBS FR Torch Grade" (modified bitumen), heat fused. •••• • ••••• •• •• • •••••• • http: // database. ul. com /cgi- bin/XYV /template/LISEXT /l FRAME /showpage.html ?name =T... 3/10/2009 MIAMI- DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) _ MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA 4 .PA 6 endorsement of an product, for sales advertising or an other purposes shall auto ic terminate • any g Y u P� � tt �a lY this NOA. Failure to comply with any section of this NOA shall be cause for terminafian Ad ren*oual • • „• NOA. 006:0. 0 :0000: ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CovaVy Florxia • mod • 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. 00:09: • 0000. 0000.0 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by the man���,c�>�r or its distributors and shall be available for inspection at the job site at the request of the MildIng Officials 0 • • • • • • 6 . 0000 This NOA consists of pages 1 through 7. 6 • .. • The submitted documentation was reviewed by Jorge L. Acebo. • • • • ` NO N o.: 07-022 �_ ' Expiration Date: 04/26/12 6/12 Approval Date: 04/26/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description MonierLifetile LLC I = 17" TAS 112 High profile, interlocking, one - piece, 'S' Saxony 900 w= 13" shaped, high - pressure extruded concrete 1- 5/32" thick roof tile equipped with three nail holes. Slate For direct deck or battened nail -on, mortar 1- 9/32" thick set or adhesive set applications. Shake & Split Shake Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Des. 199j Appendix III PA 102 & PA 102(A3 • •' • " The Center for Applied 94 -084 Static Uplift Testing • • • Magi' 014 • Engineering, Inc. PA 101 (Mortar Setr • 0 00 The Center for Applied 94 -060A Static Uplift Testing' 0 0 *0 Mar �h, l 9 .94 ; • • "; Engineering, Inc. PA 101 (Adhesive Sets) ..... ; 000 The Center for Applied 25- 7183 -6 Static Uplift Testing ...... Feb, 1995 *0000 Engineering, Inc. PA 102 669066 0 0 0 0 6606 (2 Quik -Drive Screws, Direst, 0 • Deck) • The Center for Applied 25- 7183 -5 Static Uplift Testing ; Feb. 1993 : : 0000 : Engineering, Inc. PA 102 • • (2 Quik -Drive Screws, Battens) r NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 7 Test Annev Test Identifier Test Name/Report Date The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Atlanta Testing & RI .894 Physical Properties Aug. 1994 Engineering, Inc. 82.894 PA 112 83.894 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 5201114 PA 101 Celotex Corporation Testing 520191 -1 Static Uplift Testing March 1999 Service PA 101 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 78044 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February �2007 Gravity . . . •••••• Nutting Engineers 130 TAS 112 •..• Janu2 8Q7 .. 6666.. 6666.. • 6666 6666.. 6666 • 6666.. . . 6666 6666. . 6 6606 • 6666.. .0 6060 NOA No.: 07- 0228.03 a Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: I . MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120, 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multiplie - ft Tile X (ft) X (ft) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake • • • • • • • • • • . • ...... . .. ...... Table 3: Restoring Moments due to Gravity - M ft -lb . • • • • • Tile 2 "•12" 3 "•12" 4 5 ":12" 6 "yW 7 "•a2' or • • Profile .... • • • • reater Saxony Battens Direct Battens Direct Battens Direct Battens Direct BattenF Battens • Directe 900 Deck Deck Deck Deck Deck Slate, Shake & 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 6.4{6, 7.34••• Split Shake ' © NOA No.: 07- 0228.03 N Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nall -On S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2 -10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 48 Screws 51. 5 1.7 24.4 1 -10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Cli 1 -10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Cli 2 -10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Cli 2 -10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Cli Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Pol foam Product, Inc. Average weight per p atty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam Pol ProTM 118.9 Slate, Shake & Split Shake Pol foam Pol ProTM 40.4 3 Large paddy placement of 45 grams of Pol ProTM • • " ":' 4 Medium placement of 24 grams of Pol ProTM • • • • • • '. • Table 513: Attachment Resistance Expressed as a Moment - M f) ;• •;• ' for Mortar Set Systems • • • • ": Tile Tile AtthWrMnt •• • Profile Application Resis ce MonierLifetile Saxony 900 Mortar Set •43.9 • Slate, Shake & Split Shake • �„ 5. Tile -Tite Roof Tile Mortar .. • • • • • , NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". ON MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING MAIL HOLES 1 5/32 " (slate) 19/32 " (shape) 17" OVERLAY 13" .....• • • •••••• •••••• WATERLOCK •,•••• • MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL; • • • • • NOA No.: 07- 0228.03 Y Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 7 . . ... . . . ... �� _1,; • f • g g ••• •• • • • • • •• • NNt�V h ,.� ••• ••• C O O ��x'r' ��I + Iii � /.j�r •• ••• • • • �Y• •• Q C t /' r , l � .' •`7' • • • • • s • • • pia r ,l • • •• z d f • • a r 4' � � +X f ,9,i f l.,• • � f � - ( � r ,�f �' ? [r `!' � ` j 1 � � � W + J� ' �r ,+ .SSd fla rf � � : • / �(+ + . A ��f +' ►a �j J # w d F r Z ��! f r�Gi'��tf.Y"fi�`!,y`` r��r�..•,+`!tr" � I Y t' r f x f' x r w 0 MIAM I•DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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 o. its distrklors ..... and shall be available for inspection at the job site at the request of the Building Official. • • • • • . . ...... . .. ...... This NOA renews NOA No.0 1 -0521.02 and consists of pages 1 through 7 "' • • • The submitted documentation was reviewed by J rge L. Acebo. • ...... .... . ..... iv ...... .. .. . ...... .... ...... NOA Nd.: 06- 0 bS • • � mil. • Expiration Date: 05/10/1 = 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 Product Description Specifications Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F..2 weeks • • • • +6.0% Volume Change @158'19 10D% • • • Humidity, 2 weeks 0000 '• •' • 0000.. Closed Cell Content ASTM D 2856 86% 000: 0 0 • •••• • 0000.. Note: The physical properties listed above are presented as typical average valuesWdetermiaea 0 0 by accepted ASTM test methods and are subject to normal manufacturingv*111tiion. ; • •.:..' •• •• 0000.. • 0000 0000:. • 0000 0 0000.. Ndl No e .: 06- 0201.132 • ` n Expiration Date: 05/10/11 • Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 root tile.84hesive with their tile assemblies shall test in accordance with TAS 101. • 6 6 • • • 9999.. • 06 9660.6 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tale adhesive with' ;... 9999 their the assemblies shall test in accordance with TAS 101 with section 10.4 as me4i,�Ie.&hereuP.• • •:. • 9999. (F' 6 9999. W 9999.. .. .. 9999.. 2 9999.. • MS • 6669 •6666• � • 9699 . •6609• Nd;- No.: 06-001 • r - Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AR 160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: • • All Polypro® AH160 containers shall comply with the Standard Conditions listdtl'Ui'eiin. •' BUILDING PERMIT REQUIREMENTS: • • • • • • .... . ..... As required by the Building Official or applicable building code in order to properly ev5r*tO the : • • • ..:..' installation of this system. 00 00 • • • • • • AX No.: 06- *O..V% • " - Expiration Date: 05/16111 ' Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Underlayment Paddy (Beneath Tile) 1 Underlayment _. 1 In a 10 in. r2 in FaveCourse Fascia Eave Course Fascia Weephols Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx 41n. up from weepholes 4 in, up from weepholes Drip edge Nail through plastic cement Paddy (Beneath Tile) Optional 2x4's for 1) Place enough adhesive to achieve 17 to 23 Underlayment square inches in contact with the pan tile steep pitch applications Nail through plastic cement 2) Turn covers upside down. Place adhesive 112 in. 1 To 1 in. From outside edge of cover file. Then install the tile. ° Underlayment 10 in. 2 in. i 7 Eave Course Eave Closure Eave course only: Remov Keep adhesive approx.4In. up Fascia lop X10 Sheathing from weepholes of the eave � � 9 course cover tile. Abut to second course of pan files. Ensure eave end of Optional pan and cover flea are POW-UP rtar flush at eave line. on longitudinal edges of the Eave closure Weephole Fascia Bo r (mortarshown) 0000•• • • • 0000•• 0000•• • •• • • 0000•• 0000•• • • • 0000 • • 0000•• 0000 • 0••0• 0000•• • • • • • • 0000• 0.1.00 •• •• • 0000•• ••00•• • • • • 0000 •x•00• • • 0000 • _ NdA No.: 06-00412. • Expiration Date: 05110111 `- Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tile) Underlayment Underlayment 1 1 0 7 in. ice' Z in. ° 7in. ___ i 2 in. Eave Course Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement Paddy (Beneath Tile) Underlayment Tin. n Eave Closure Eave Course Fascia • • Y • •9Yt•o • • • � 9999•• • • • • •• • 00 9999•• • Y•t• t•••tY • • • • • 9999•0 • 9999 • 9999• • • • •6.1t• 99•04 •• •• • 9660•• •01.0• • 0 0 •••• • • • • •9990• N"A Nb.: 06/20102 ` Expiration Date: 05t 0 1 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under tile (between tile) Underlayment Single paddy between tile Paddy 1 in. x 7 in. medium ° (under tile) size paddy eave ° course only Single paddy Sin under tile } �' 3 in. x 3 in. I x3 in. Single paddy on 2 in. 4 in. - Single 4 tn. � � in. under- paddy on layment under• e layment (v'y Single paddy Fascia Eave course on top of the Weephole Single paddy 1 in. X 7 in. medium Eave Eave closure on top of tile size paddy eave Course Fascia course only Drip edge Nail through plastic cement Single paddy under the Single paddy between tile J�in. x 3 in. 4i Single / paddy on underlayment 2 m. Single paddy Eave Closure on top of tile 2 in. x 7 in. medium Eave Course size paddy eave course only • Fascia � � .. •.. • • • • • 0.000• 0000•• . •• • .0000• ••0• 00000• • �••' 000.0• • • 0000. 000. 0 0 0 • 0 0 • . 0000 • 00.00 END OF THIS ACCEPTANCE 6469 0 00:0 • ` Nox 110.: 06,020 02 • • • • • : Expiration Date: 0449/0 0 0 } Approval Date: 04/13/06 Page 7 of 7 L 0909•. 0 • 0.90 • • • • • 0 • 00 0 0 •0• 9999.. or 0900• 099 _ • *0 a 9••• _._ • As ap 9 ••••• rt -1 'V • • • .. 0000• }' _T.. • 3 9 0 • . v T TO C0 PLiAN Wi T H AL.L c Lr _.'A1. t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number INSP 134169 Permit Number: RF -12 -09 -2034 Scheduled Inspection Date: January 26 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: SHIPPEE, ROBERT Work Classification: Tile Job Address: 1400 NE 104 Street Miami Shores, FL Phone Number Parcel Number 112232032027 Project: <NONE> Contractor: MIAMI ROOFING SYSTEMS INC Building Department Comments RE ROOF FLAT AND TILE ROOF Inspector Comments Passed 4�j F CREATED AS REINSPECTION FOR INSP- 131273. (f_ Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 25, 2010 For Inspections please call: (305)762 -4949 Page 21 of 25 AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name e lU& - (4 ! )'11 11 _ Property Address 14M K)F 1 0 �q �4 Roofing Permit Number R F 19 l)q - (9 034 Dear Building Official: I GVI Y - R { to %CV —Z certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Qualifying Agent / iSignature of Quali Agent M C&A (?- Print Name STATE OF FLORIDA COUNTY OF MIAMI -DADE Sworn to and subscribed before me this day of rq , 20 SEAL IMtf1MfEZ ►1NNe . malt of Fla . 1Ar 6 WeApr 14, 141 A 00 "Slit PPYot�uc ��rttfobgtAiMi. CADocuments end Sebing $"ClNyDowmentslStstisticsCrapha 2Utoofing� davit Compliance- 92607R]able.doc �C\� P Miami Shores Village Building Department ° _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEE,; 1 1 ' 2011 �, Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY:... .. BUILDING Permit No. (f i �00 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING' � �^ Owner's Name (Fee Simple Titleholder) �� - 1' P Phone # Owner's Address A4 o > ` City I V9—<, State -F 1 Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) IyLO NF /('4 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name j l n " Phone# — (_3W - 7S - V— 5 Contractor's Address City 01,1 n State / Zip Qualifier Name alt -e R .Y II(V L Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone t 7�' 5�T E Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration QNew ❑ Repair/Replace ❑.Demolition Describe Work: At sb�*q to $we - � �£ t&Wv 00 -0 0*00wo Submittal Fee $ Permit Fee $ 3r'�- CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $3.w Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature 6R 131- � Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this,;I day of c✓w+ , 2C ( 0 , by f" I-1fe� day of , 2 016, by .Q-'✓ g AA who i personally known t e or who has produced who is personally known to me or has produced As identification and who did take an oath. as identification an who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: JOSE M. WARREN .; :. MY COMMISSION # DD 910482 Si n: W • �.: Sign. Y Prin s UP' Bonded Thru Notarp Pub#c 'uodewa;cers Pri a Fkft My Commission Expires: My 0� �1 APPROVED BY /' 6'� . Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) y��F YY r F S Section A MIAMI-DADE Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Section A (General Information) Master Permit No: 7 Process No: Contractor's Name: I MIAMI ROOFING SYSTEMS Job Address: 1400 NE 104 ST �,r Roof Category u Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes ❑ Sprayed Polyurethane Foam ❑ Other: I Roof Type ❑ New Roof Er Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 56No If yes, what type? ❑ Natural ❑ LPGX Roof System Information �c Low slope roof area (ft. yQ�e Steep Sloped area (ft. c Total (ft. _ J259 Section B (Roof Plan) Il Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include � of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. !Perimeter Width (a'): Corner Size (a' x a'): rq, r s' O b %ne 19. i 5e� � y. Fr IN, f oq+ Ig rr MIAM1.0 r , t MM IA DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA (305) 375 -2901 FAX (305) 375 -2908 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 of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BIB -12, BEB -12, BIB -12TR, BEB -12TR Whirlybirds LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06- 0501.09 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. a NOA No.: 07- 0618.01 Expiration Date: 08/16/11 qW mvp�w Approval Date: 08/09/07 Page 1 of 6 I ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description BI13-12 WhirlyBird® 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle 1/8" high installation. > Vanes 0.0175" thick Base 0.025 thick BIB -12TR 12" wide at base 20- 1 /2' TAS 100(A) Turbine ventilation system for tile Whirlybird® high intallation. Vanes 0.0175" thick bo 0.0305" thic 5 r BEB -12 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle WhirlyBird® 1/8" high installation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick BEB -12TR 12" wide at base 20- TAS 100(A) Turbine ventilation system for tile Whirlybird® high intallation. Vanes 0.0175" thick Elbo 0.0305" thick Base 0.025" thick Turbine Cap 12" dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Manufacturer Asphalt Roof ASTM D 4586 Asbestos -free, asphalt based roof generic Cement cement. Asphalt Primer ASTM D 41 Asphalt Primer generic Roofing Nails Minimum TAS 114 Corrosion resistant annular ring generic #12 x 1' /a" shank nails Sheet Metal Screws Minimum TAS 114 Sheet metal screw generic #10x /2' NOA No.: 07- 0618.01 Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 2 of 6 r EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Center for Applied MDC -117 TAS 100(A) 03/95 Engineering Center for Applied NITS - 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 /2". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles '/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. Net Free Area: Refer to manufacturers published literature Note: roofing cement to seal all exposed flashing edges and seams. . NOA No.: 07- 0618.01 C, Expiration Date: 08/16/11 Y Approval Date: 08/09/07 Page 3 of 6 APPROVED APPLICATIONS Trade name: BIB -12TR Whirlybird ®, BEB -12TR Whirlybird® System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two rafters, cut a 12" diameter hole through sheathing boards. Installation: After application of 30 lb. felt and 90 lb. roofing material (hot mopped) per Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in roofing membranes to match previous hole cut in sheathing. Rotate top of elbow clockwise and level in both directions. Prime both sides of base flashing with ASTM D 41 primer, and coat underside of base flashing with ASTM D 4586 flashing cement. Center base over hole and secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately 3 /4" from edge of base per detail drawing 'Base ". Cut a piece of 90 lb. roofing material a minimum width of 30" x 30" and cut a 12" diameter hole in the center of the roofing material. Place the piece of roofing material over base and hot mop in place. Seal inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird® on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird® turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. NOA No.: 07- 0618.01 9 Expiration Date: 08/16111 Approval Date: 08/09/07 Page 4 of 6 LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB -12, BEB -12 Whirlybird® turbine roof ventilators shall be installed over composition shingles roofs only. 3. BIB -12, BEB -12, BI3-12TR, BEB -12TR, Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 feet. 4. In the event of a Hurricane Warning or in the event of a high wind event with expected wind speeds in excess of 70 mph, the BIB -12TR, BEB -12TR turbine head shall be removed and replaced with the approved storm cap listed herein. DETAIL DRAWINGS Nail Every 4"— 6" O.C. Approximctefy 3/4' From Edge ° RO.187 I 5.77 R12. 0 0.000 O. SOO ° Rt1000 %-0-125 THRU (3 EQUAL SPACES) I 5.774 12'0'0" I S ° Hol rom ° 2.679 2.679 .050 20.000 BASE NOA No.: 07- 0618.01 o f Expiration Date: 08/16/11 Approval Date: 08/09/07 Page 5 of 6 t DETAIL DRAWINGS (CONT'D) 0 + e a o 0 0 0 0 0 o a o o i BIB -12, BIB -12TR + + a + + + i +' a 0 0 0 0 oa o 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 NOTICE OF COMMENCEMENTl �l���i ��� ,���������� +��`��������l�f����� A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT TAX FOLIO NO NO. j . OR BI: 27112 Ps 2794; ( ius ) RECORDED 12/1172009 10:33 :26 HARVEY RUVIHr CLERK OF COURT STATE OF FLORIDA: MIAMI -DADE COUNTY? FLORIDA COUNTY OF MIAMI -DADE: t Ac"T PACiE 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: 1 2. Description of improvement: 3. Owner(s) name and address: r(-� - �41 I Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: _ M i w ' C G1 Vu/ (o ( S* * .'p, FL 3315 5. Surety: (Payment bond required by owner from coal �tc i l tD& COUNTY 01" DADF v : -.1p CCW Vty Name and address: i i .f ci�Y CERTIFY thaf tt,is ' ve cc�y of �;o �� 'SUR � Amount of bond $ etirtG�;in#li�afion yL t 6. Lender's name and address: � HA 11 _ >I;rri0�rrcialS��I. �� N co Wi Wtt 7 T 1 6 110 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 of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name r'� e E Prepared by Sworn to and subscribed before me this n day of QeCaAjj , 20 } Nr TatrEZ Address M - to ) Notary Public �>=�arids all Cfr "l i Print Notary's Nam OWp 14. 2 My commission exp 123.01 -52 PAGE 4 5/06 -