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RF-12-2352
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185149 Permit Number: RF -12 -12 -2352 Scheduled Inspection Date: March 07, 2013 Inspector: Bruhn, Norman Owner: MURPHY ESQ., YEVETTE Job Address: 40 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PRESTIGE ROOFING CONSULTANT Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010200040 Phone: (786)412 -8471 Building Department Comments RE -ROOF TILE AREA ONLY Infractio Passed Comments INSPECTOR COMMENTS False Failed Inspector Comments CREATED AS REINSPECTION FOR INSP- 182886. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 07, 2013 For Inspections please call: (305)762 -4949 Page 12 of 46 • RE: Permit # 2 ( Z Z 3 S Z-- (Print name and circle License Type) License #: C C C.,1 ' I ? ? 7S 6 Miami Shores Village Building Department INSPECTION AFFIDAVIT licensed as a FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: ' f f 3 Contractor Engineer / Architect, On or about &L VOA (p f 24) (3 , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at O N E/ f S r (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large IU ' r , 6„,,,,, _ CARRERA 1' * = * MY COMMISSION it DD 980941 ST ;t0 ;' EXPIRES: April 12, 2014 9reo oo° Bonded Thru Budget Notary $eniaes *General, Building, Residential, or Roofing Contractors or any in mdual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, Fl 33155 Tel: 786 - 326 -9877 Fax: 305 -485 -9011 alroofinspection@gmail.com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor PRES7IGEROOFING Permit # RF Job Address 40 NE 91 STMIAMI SHORES FL 33138 Owner's Name NANCY V MORAN & LAUTARO DESIANO Type of Tile FLAT 13" Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Approximate Square Footage of Roof 12 ft 2 Required Testing Force 351bs Date Tested 1/30/2013 Number of Tests 36 Testing Equipment: F.G.E. 100 Contact Name JOSE Phone # (786) 412-8471 LOCATION # OF TEST PASS # OF TEST FAIL Corner 5 Tests `' Pass 0 Tests Fail Perimeter 7 Tests -I W Pass 0 Tests I Fail Field 22 Tests Pass 0 Tests Fail Ridge 2 Tests Pass 0 Tests ❑ Fail " Total 36 Tests W Pass 0 Tests Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN E OF RAL DISASTERS. T. LEYVA P.E. # .7416 A -1 ENGINEERING INSPECTION SERVICES INC CERTIFICATION NO 10- 0512.01 7066 SW 44th Street Miami, Fl 33155 — Telephone (786)326 -9877 — Fax (305)485 -9011 A -1 Engineering Inspection Services, Inc 7066 SW 44th Street Miami, FI 33155 Tel: 786- 326 -9877 Fax: 305 -485 -9011 a1 roofi nspectio n @g ma i l. com LAB CERTIFICATION # 10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 Roofing Contractor PRESTIGE ROOFING Job Address Owner's Name NANCY V MORAN & LAUTARO DESIANO Type of Tile 40 NE 91 ST MIAMI SHORES FL 33138 Permit # FLAT 13" Date Installed Approximate Roof Height 12 feet Roof Pitch 3/12 Type of access to Roof OK Required Testing Force 351bs Approximate Square Footage of Roof Date Tested 1/30/2013 Contact Name JOSE 12 ft 2 Number of Tests 36 Testing Equipment: F.G.E. 100 Phone # (786) 412 -8471 SKETCH OF ROOF ttt Revised by 7066 SW 44th Street Miami, FI 33155 — Telephone (786) 326 -9877 - Fax (305) 485 -9011 )(.9 \) "Miami co llage Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION ROOF FBC 20 Permit No. RF -12 -12 -2352 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 40 NE 91 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 1131010200040 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): LAUTARO DESIANO Phone#: Address: 40 NE 91 ST City: MIAMI SHORES State: FL Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: PRESTIGE ROOFING CONSULTANT Phone#: 786 - 412 -8471 Address: 3001 SW 80 AVE City: MIAMI State: FL Qgalifier Name: JOSE HERNANDEZ Zip: 33155 Phone#: 786 - 412-8471 State Certification or Registration #: CCC1327560 Certificate of Competency #: Contact Phone#: 786 - 295 -2692 Finai1 Address: PR IGEROOF@AOLCOM DESIGNER: Architect /Engineer. Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition OAlteration DNew QRepair/Replace Description of Work: REVISION: 2 REPAIR AREAS ON FLAT ROOF 180 ODemolition Color thru tile: *************************************** F************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL }'EE NOW DUE $ 41 .0o 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 AW IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The €�i!-S�:i��u i•.. y, or Agent nt was acknowledged before me this 20 t , by &u)2 0e-13-WA/IL , Signature Contractor The fore nt acknowled ed before me this r day of by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 4 §1Y F % HENISSE CARRERA MY COMMISSION # DD 980941 OF Ft My Commission Expires: NOTARY PUBLIC: a�Sp,RY PUg`O Si Prin arF pO` bonsedTrn8udg�5 y. 0� My Commission Expires: HEMSSE CARRERA MY COMMISSION # DD 9.,$ :41 * **** * *********** * * * *a* **** * ** ****************************** **s *** * ** * ********* *** **** * ***** *era ** *xis ****s** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06i10/2009)(Revised 3/15/09) ROOF`' 191000201-Illit No. Contractor's Name Florida Building Code Edition 2010, High Velocity Hurricane Zone Uniform Permit Applk*tlon Form. Section A (General Information) RF -12.12 -2352 Process No. PR GE ROOFING CONSULTANT ,fob Address 40 NE 91 ST A Low Slope ❑ Asphaftic Shingles Cl New Roof © Reroofing Low Slope Roof Area (SF) REP.4i .. MO ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 Recovering ROOF SYSTEM INFORMATION Repair NO "r VENT ❑ Maintenance Steep Sloped Roof Area (SF) Total (SF) I so Section B (Roof Plan) Sketch Roof Plan: Illustrate all Levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dhnenetons of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 15.34 0 rrlrrrrrrrrrrrrr 1M11TrT1 rrrrrrrr.=s M,rrr':A• rrrrrr ri_r• rlr�_r ■ m.--- MIL rr. /_awe ■Ci�!rl }rrt;�r� rl��irrr �iljr�rt�LZ rr�!�rNII rrlar■ ■I [1 IJr?r�rf �r� wrMf��►Ii■rli�rrrrrrrrrc ■rMl ✓ AMMwUH`NIrW rr r ill II- �rrrrEmma ?' 1 rrrrrr■ •••G• IUr■ i irr•■rrrlr■ MrrrrrrMrr rrrrl rrrrr■ rrrrrrrrrrrr■Mrrrrrrr■ rrrrrrrrrrrrarmrrrrrrrrr irrrrrrrrrrrrrrrrrrr■ iirrrrrrrrrrrrrrrrrrr■ rrrrrrrrrrrr■rr■ mommummimmEREMMMEMMINIMEM 2010 FLORIDA BUILDING CODE -- BUILDING 1 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill In speclttc roof assembly components and identify manufacturer (1f a component is not used identity as "NA ") System Marutacturer: MATERIAL CORP Product Approval No.: 07-1219.09 Design Wind Pressures, From RAS 128 or Calculations: P1: 42.8 P2: 71.7 p 108.0 Max. Design Pressure, from the specific Product Approval system: 52.5. PSF Deck: Type: PLYWOOD Gauge/Thickness: 5/8 slope: 1/4412 Anchor/Base Sheet & No. of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 1475 Base Sheet Fastener/Bonding Material: 1 -1/4 R.S. NAILS Ply Sheet(e) & No. of Ply(s): 2 -PLY IV Ply Sheet Fastener/Bonding Material: HOT ASPHALT Top Ply: Top Ply Fastener/Bonding tens Bondi g Material: HOT 2010 FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor/13ase Sheet Attachment: Field: 9 " oc ®t Lap, # Rows 2 @ 9 " oc Perimeter: 6 n oc @ Lap, 8 Rows 4 ® 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ __62 oc Number of Fasteners Per Insulation Board Field Perimeter Carne' Itfustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener_Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 CAPSHEET MINE SURFAC 0 Parapet Height WOOD 75 Mean Roof Height 1 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 I603 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 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: GAF Conventional Built-Up Roof System for 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 and revises NOA No. 03- 0501.05 and consists of paged 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood, Non - insulated . Deck Description: 19/3" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:.. GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 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 PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 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 #9) GAFGLAS® Flex PIyTM 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.S psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID ®20, RUBEROID ®Mop Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® 1175 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (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-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 Ply Sheet: Cap Sheet: Surfacing: GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, 1114 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 AV; See General Limitation #7) One or more plies of GAFGLAS® PLY 4, #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. (Optional) One ply of GAFGLASe1 Mineral Surfaced Cap Sheet or to tsLAN ®.t nexgyuapi'" mineral Nurtacect crap Nneet actnerect m a lull mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 3001bsJsq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak Buster", Matrix", 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM Matrix", 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BustcrTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak Buster", MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11104113 Approval Date: 03/20A08 Page 18 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Ya" Dens DeckTM or 't" 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- 40lbs. /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 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lb£ 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically iiically 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.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 2 of 53 Structural cement fiber building units are considered suitable to be rltduded 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 lb-In. minimum thlck gypsum board is an acceptable alternate for minimum Insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum 44-in. thlck perilte board and deck with rosin paper (perilte/rosin Paper /polystyrene /perlite) is a suitable alternate for iolylsocyanurate board in the following Class A, B or C systems. " EnergyGuard RA" or "Papered EnergyGuard RA" or " EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation In any of the following Classifications. Trumbull "Parma Mop° may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6° and °Tri -Ply® Ultra - Flexible Ply 6" are suitable alternates to " GAFGLAS® Ply 6 ". °GAFTEMP Perrnatite Recover Board" may be used In lieu of any peritte Insulation In any of the foliowing NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "FlrestUetd MB" at 21 to 3- gal/100- ftz. "Ruberold® Dual Smooth" may be used as an alternate to "Ruberold® Mop Smooth' or " Ruberold® 20" or " Ruberold® 20 HT" "Ruberold® Mop Smooth 1.5" may be used as an alternate to "Ruberold® Mop Smooth° Class A,Is and C Hot roofing asphalt, for use with organic and glass felts or modtfled bitumen membranes. " Ruberold® Heat Weld" 56S roofing membrane may be used in lieu of "Ruberoldc Mop" SBS products in any appllcable Classification. Class A 1. Dads C -15/32 Incline: 3 Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polylsccyanurate or urethane or perlite/polyisocyanurate composite or periite/uretihane composite or wood fiber /polyisocyanurate composite or phenolic, any thlckness. Ply Sheet: — Three or more piles Type G1 or " GAFGLAS® Ply 4" or "Trt -Ply® Ply 4" or " GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Dace C -15/32 Inclines 2 insulation (Optional): — One or more layers petite or wood fiber or glass fiber or polylsocyanurate or urethane or perllte/polylsocyanurate composite or perilte/urethane composite or wood fber /polylsocyanurate composite or phenolic, any thickness. Ply Sheets — Three or more plies Type Gi or " GAFGLAS® Ply 4" or 'Di- Ply® Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet r — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet ° or " GAFGLAS® EnergyCapIN 1" BUR Mineral Surfaced Cap Sheet° 3. Decks NC Incline: 2 Insulation (Optional): — One or more layers peillte, wood fiber, glass filer, polylsoCyanurate, urethane, periite/polyisocyanurate composite, Bite /urethane composite, wood flier /polylsocyanurate composite, phenolic, 2 -In. mendmum. Ply Sheet: — Two or more plies Type 61 " GAFGLAS® Ply 4 ", "TrI -P1y® Ply 4° or ° GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or °Tri -Ply® Mineral Surfaced Cap Sheet" or " GAFGLAS® EnergyCap'°' BUR Mineral Surfaced Cap Sheet" 4. Dealt C-15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. insulation (optional): — Any thickness perilte or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. °OlyBond Fastening System° or any UL Classified insulation adhesive. Base Sheep — One ply Type G2 " GAFGLAS® #75 Base Sheet" or "Id-Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type G1 " GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet° or "Td- Ply® Mineral Surfaced Cap Sheet" or ° GAFGLAS® nergyCare" BUR Mineral Surfaced Cap Sheet." http :/ /database.ul.com/cgi- bin/XYV/ template /LISEXT /1FRA E /showpage.himl? name =T... 3/14/2011 NOTICE OF COMMENCEMENT A RECORDED COPY MUST (2°- TAX ON THE JOB MAT TIME OF FIRST INSPECTION PERMIT NO. ' ° TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADS 110111 11111 1111111111 1111111111 11111 11111111 STATE OF FL HEREBY CE. oigfnal fled in th THE UNDERSIGNED hereby gives notice that Improvements will be made toil/ property, and in accordance with Chapter 713, Florida Statutes, the following intonation is provided In this Notice of Commencement f 1. Legal description of property and street/address: CFH 201280916640 OR Bit 28408 Ps 4828; (fps) RECORDED 12/2012012 09:29:47 HARVEY RUVII4v CLERK OF COURT MIAMI -DADE COUNT'r P FLORIDA LAST PAGE IDA, COUNTY OF LADE !FY thet ' true copy of the on — clay of am AD2ti d �O�:la! Sas: CL OP. err, 4y Cotes D.C. 2. Description of improvement: 3. Owner(s) name and address: interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: 5. Surety (Payment bond required b - �.�•.• - ,, , .6•``` by owner from contractor, it 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: In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor'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) Slgnatur Print Owner's Name Sworn to and - subscribed before-me this 7 ' - Notary Public Print Notary's Name - Mm lion- MY COMMISSION #01 95 ; yARRAHERNANDE EXPIRES: Janua Prepared by of . .�1pc f- 20 a, Address: ® �. go 123.01 -52 PAGE4 8102 Bonded Thru : '.: ,,. * MY COMMISSION # DD 959962 EXPIRES: January 19,2014 Bonded Theo Beams Notary Savers Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 B ILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: qo /1/ E E. ci / S City: Miami Shores County: Miami Dade Zip: 33 / 33/ Folio/Parcel #: // — 3/0 / 9 d - Oa YO Is the Building Historically Designated: Yes NO Flood Zone: FBC 20 Permit No. ” g35 Master Permit No. ROOFING OWNER: Name (Fee Simple Titlehol r): Address: 4-(2 L[ 4P i9) Q.$ /1 0 City: i� / . S4 6 Ar S State: P one#: 110 s�� 9/ S7L Zip: 3 / ?2)/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Pa /1" ' e S 4-/11/94 /Phone#: J Address: 3110 / S(V. 50 iioo • City: ,�� 47'4 L ji / State: Qualifier Name: ©S P N /1--)1/9"V dP State Certification or Registration #: (C C / 3)-75-60 Contact Phone#: 266-° Lfi?-_ /7 / Email Address: Phone #: Certificate of Competency #: zip: 33 /5-5— DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ / is o(9 Square/Linear Foo a of Work: Type of Work: ❑Addition OAIt ation New Cpair/Replace Description of Work: Rp _ Po T t (e i cry 090 UDemolition * * ********* ****�**** * *** **** ** ******** ** lees** s********** **** * **** * * * * ** ***** ** *** * ** * ** Submittal Fee $.5-0 ,°(--3 Permit Fee $ a7 / CCF $ CO /CC $ pa+0 Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ lam" 'TO • . h 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 The forego day of gent trument was ac owled ed befor a this / 0 /4-20La; by d /9--R19 1 l/i')7o , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC• Sign: Print: My Commission Expires: YARMILA HERNANDE2 * rY COMMISSION # DD 953462 EXPIRES: January 19, 2014 Bonded Tin Budget Nolan/ Servites Signature Contractor The foregoing /instrument was acknow edged before me this /0 day of � o,rlt -Pr - , 20 / a-, by /D se I4 Ylr 14 z- , who is personally known to me or who has produced as identification and who did take an oath. NOTARY P LIC: Sign: Print: My Commission Expires: ao`0 ;IL , YARMILAHERNANDEZ kt , * MYCOMMISSION # DD 959462 EXPIRES: January 19, 2014 `' Bonded Nu Budget Notary Servkes * ** * * * ** ******** ** ******** * * * ** ***********/********************************** ****** * **** ** *** ******* * * * *** ** APPROVED BY 4'' J /01 (? Zoning Plans Examiner g Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk HAS A COLORED BACKGROUND ^RQ ?RINi .G L , EMARK P TEN I ED P ER,,, 682414-9 ERESNESSNADAE/LOCATKON PRESTIGE ROOFING CONSULTANT 3435 NW 37 ST 33/42 UNIN DADE.COUNTY THIS IS NOT A S1L- DO wrr PAY RENEWAL n 789759-4 IOW-MASS SIXIODASE- - p0... . AFL. . 23'{ PRESTIGE RODFINW:CONSULTANT EMPLOYEE /S -. 213 SERVICE BUSINESS 1 MS IS MAX A AXISAL TAX ti It DOES ROT MOW IRE HOLDER TO =RATE AM MSS= BMX OR =ASS lAWS ERE coutaT OR OOHS sr OEM' THE HOMO IFROIS ART OMER Men Mt UMW REOUSIES MIL MSS IS NOT A OONSWICATION OF Fairgrwriw 09/2 /2012 09010031001 000075.00 SEE O DONOTFORWAND PRESTIGE ROOFING CONSULTANT 3001 SW 80 AVE MIAMI FL 33155 Itt h.ii.ttrJ,14.hitttft tftJ,IUItiIJi*SJtt► !flttJtf Nov 08 12 01190p Ro11da Insurance 3054461335 p.1 ACORD. CERTIFICATE OF LIABILITY INSURANCE PROOMMIT Florida Insurance. Agency Of Miami P 0 Box 441340 Miami 2'l 33144 Prestige Roofing Consultant Inc 3001 SW 80 aye Miami F3. 33134 1. $--1 -2 THIS CERTIFICATE I5 ISSUBD AS a BATTER of IIWORMWT1006 ONLY AND COWERS t40 RIGHTS UPON 'nom CERTIFICATE HOLDER. T!'ES CERTIFICATE WES NOT Ate MEND END OR ALTER THE Ct� AFFORDED SY THE ° .+ t, ' S BELOW. JNSURERSAFRoRDING COVERAGE pgstrasut EOidurantca Ins .Co uaimmilk Gaterday c Trim Cer HNC* ussoRERE COVERAGES THE PCIICIES +FINSLEUNcEUST.ED SELOW HAVE BEEN ISSUED 10 "De R ASOVEFOR THE PD1.ICY PERIOD BO RED NOTWITHSTAIOB1s` ` REQIRREUENT. TES OR CONDITION OF ANY CONTRACT tit OTHER 00aTheteff V TH RESPECT TO Vilactt 111S ATE MAY BE ISSUED OR MAY PERTARL DIE ReURANCE AFF RDED EY THE POJCIES Oe3CREED HEM! 15 SUBJECT TO ALL THE TERMS. EXcLusioNsAAD co/mom OF SUCH POLICIES. AGGREGATE L TS SHOW MY HAVE BEEN REDUCED SY PAM S- EIERERMATAKKIIT C Q OCCIRL OEM.ARGRESKIELKETAPPLIES Pet CBC180000949 3- -29 -12 3 -29 -13 EACH anwra AIMS E &Kg one porsoc7 LATE MINIM -o ,G $ 5.000 300.000 s G30.00C S 300.000 AAHOWHKELMBILITT AS. eAI MS MORDWWMMM mammas txxsarasso Autos mama es 9REattL 9�8: S TY BOOKYINA RT' (Fa'ac 5 Y0/444 a'E War =atm* 5 • OFStateELIARIUTT "Mr AUTO AORO014.Y- SR*ccw 5 MCCESSMISMIKOULUMMAY OCUM p CLAMS IAMIE anownsue sentirucvs mmernim EAR s Me* OCCOMMI- S S A?E S S S VOROSIRSOUROMATIORANO esistavatruusurir B A�rr i�04110EC17 E1YWAtE OTHER 11C7001285000 7tl7 I t sa 10 -16 -12 10- 16 --1-eL tea- ammo E.1.1 - POLCYDKR 5 6100.000'. 6100.000 rAA rwn DESORMIHM OF OMJt$ ga taxman MOM 8Y 1. Roofing Contractor CERTWFICArE HOLDER CANCM.LATION Miami Shores Village Building Department 10050 NE. 2 Ave. Miami Shores, FL. 33138 SID 25 SHOLIWANY ormestecivenescamerpouctss EMCARCEILIMBEFOREIKEMOIOMMIR WOK T -HE Isseets W5lE isER rem a' 'Avon To UAL .-30. OA1S vernal 10 CERTRICASe mmaro vie Lam;eur PARIMTO alSOMALL IMPOSE 110 ORISOATION MI UABEXlY Eqr ASY lMM PPM 'i:R? l a3 AG MS UIL IMPROMMWWM Mia L y Home SF MC: P; tyI Sc if S, du I�1 i.l Pr, ne n t V. Tax Estimator Tax S 7etails• `) -0040 ;T ERONICA MORAN DESIANO STREET MIAMI rmation: GL FAMILY - nn SO i :SIDENTIAL- FAMILY SO FT TAL SEC 3PB9- & E1/2 LOT 8 r SIZE 75.000 17082 -1193 :;' ;)C 24723 -0858 1 OR 28259- 1201 oration: 2 2011 96 7751 7 5208,957 <7 S208,9571 ,anon: 2011 Applied Exemption/ Taxable Value: 01$208,957 X0/5208,95 ':.'95208,957 -9/$20:`,.9;-.7 $81,328 5127,629 C UWE "TOOL: SELECT Aerial Photography - 2012 0 goessamatamss 113 ft My Home I Property Information 1 Property Taxes My Neighborhood I Property Appraiser Home I Using Our Site 1 Phone Directory I Privacy 1 Disclaimer It you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 2 MIAMI•QADE; Legend Y Property dy Property Selected ee Street Highway MIamI -Dade County Water 4E cinde.pv/myhome/propmap.asp 12/13/2012 (Sr/ED \ ami Shores Village QFC 1 2 .11Z , i , .-.1\:.3 DEPT Florkliffl _11.2 - . will' - Eci!tion 2":1_ , DER- High-Velocity Hunicene Zone tinNorat Peiefft ApplicationWne. ' • . ' ,_ _ .ICT 10 CONIPIJANCE WITH ALL FEDE 7; anagnAlrafflarMinklan$1914 1- '. ! CC LIN r .1' HU LES AND REGULAT • 0 Low Slope 0 Aspludtic Shingles 0 New Roof Low scope Roof Area (SF) 0 Mechanically Fastened lie leV(ortariAdhasIve Set Tile ROOF CATEGORY 0 Mehl ParteliShingkes 0 Wood Shingles/Shakes eg s 14-1/— 0 Prescriptive BOR-RAG 150 jeroofing 0 Recovering 0 Repair 0 Maintenance ROOF TYPE ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) I air 0 Total (SF) Section BjfiggiPjanj Sketch Roof Ram Masbate all levels and sections, roof drains, scuppers, overflow scummy and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1532 1• morar4r,erao 11111■111M i um rirLl/P4 V III min Mill IIPMIIPIOIIIIIOIIIIIIIIIIIII III 111111P1M21111111111111111 III IIPMEMISIIIIIIIIIIIIIIIII III 1111110111M111111111111111111 IMINI11211111111111111111 IIIIIPBIILGIIISIIIIIIIIIIIIII 1111115111211111111111111111111 iiiii1111111111111111 1111111111111111111111111111111111 ROHM WILMS CODE — WILDING Owner's Ntioo Forme .: i x ;'7:.4 f'(•!ft'(F4 't' f :'t �f ?J... 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 woxizm nship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 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). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside . of the decking may not be acceptable. The Florida Building Code 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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 itsel#). 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.. Date: /. Owner's/Agent's Signature: Contractor's Signature: Property Address: 11/. 91:..:_. Permit Number file: / /IC/DOaiments %20,1%205 gsiskYMesktop/SECLION 1S24[1].htm9/272007 5:46:06 AM. NOOF ADDENDUM AND ROOFroma STRUciums Florida Building Code Edition 2007 linghAfekellit thnr>eame &me Wawa PennitAppgattion Form, SatkSkaglRom Stmt Roof System Manufacturer: Bo L6_ Notice of Acceptance Number: Ike 0 �-am D 3 nimum Wind Pressures, if Applicable (From RAS 127 or ,.:;,: P2: 6261 P3: /00G 7 • 9� (From the P • Pressiee Approval Roof Sow 12 Ridge Ventilation 3 1.3 { Dadc AIME 5 ;pipe \ "Pipe UndeflaYMent I 4/--3, Asyng D -ripe histdatkm: p.14_ \ RIO F3atrier: -row a SPacintS I/ f R3. Mi 6,06 c 1p5 ? Adhesive Tow FA-01-6;7/0 lr I Type Cap Sheet o ia7 / !k-" CV- Mean Rood Weight toy l ?' io6. 1-73' t{% Fitce g6,,44- fy7 if" oc. &Size Drip 1524 ROOF ASSEMBLIES ANO ROOFTOP STRUCTURES Florida Building Code Edition 2007 Hiplt`VelocIt/ Hurricane Zone Uniform Permit Application Form. Xn E Qjie Calculatlons1 PerMomtmbasedtlesyl van*, doosa etmMet hod1ar2.0 omparet hevelumforMrwitbthevalues hu mMpfftheMfvulu s ere greater limn or equal to the Mr values. for each area of the roof, then the tile attechmmt method is acceptable. j /Method 1 'Moment Baud711eCatcoleat(000s Per RAS 127" v� (P,•/g7° xa43 /'��,L r / -Mg: g°3= d-- 'YO Product Approval hat %�h 3 (P2: a. � x 710 1`� /) . lye 8'43= MR 2 Product Approval hir,�t3 ( P 3 : f O O . 7 x 3 3 i 3 - e try . I`' Product Approval Mr3 Method 2 "Shoplift) TilcCalcuialiuns Per Table Below" Required Moolentof Resistanco(M r) From Table Below Product Approval Mr Mr required Moment Resistance* Mean Root Height -e, Root Oropa 4, 18' 20' 25' 30' 40' 2•12 34.4 302 382 38.7 42.2 312 32.2 34.4 38.0 87.4 34.8 412 30.4 322 33.8 35.1 37.3 8.12 28.4 30.1 31.9 32.8 34.9 0.12 28.4 28.0 29.4 302 32.4 7:12 24.4 289 27.1 28.2 30.0 *Must be used in conjunctlo) with a list of moment based the systems: endo med by the Browani County Maud of Rules end Appeals. For UpUA based tile systems use Method 3. Compared the values forty withthevaluesfar ff the P' valuer :re voter than :retinal m the Prvalues. for each area of the roof, then the toe attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt •xL = xar = y -W; xcaa® ..1% (P2: x xw:= ) -W: x cos r7 «P,2 (1'} xL xw: =_ 1 W: x cos0 =Pr3 Product Approval P' Product Approval P' Pmt Apprevai Where to Obtain information Description Symbol Where to find Design Pressure P1 or P2 ur P3 RAS 127 Tablet arbyan engineering analysis prepared by PH based cmASCE7 Meat Roof Height H Job Site Roof Slope 0 Rob Site Aeodymsmic Multiplier Product Approval Restoring Moment due to Ormity Ms Product Approval Attachment Resistance Mr Product Approval Required Moment Reetstence Mbdmem Attachment Reslalance MF P' Calculated Product Appoval Requinsd Uplift Resistance Fr Calculated Average Ile Weight W Product Approval 711. Aimeaa1eas L W =l ,width enggtth A o Prefect Approval Ali calculations most besuhmluedto t h e building official et the timeofp ooh application. FLORIDA BUILDING CODE - BUILDING 15.35 NIAMI.DAfE DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Stmt, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 CS'11,:t' _ m i 4_➢ cri i rtl ae. gre9I5'ee rn SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 renews and revises NOA #07- 0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofmg Roofing Tiles Concrete Wood 1. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. 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.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile, interlocking, high - w =13" pressure extruded concrete roof tile 1 -5/32" thick Slate equipped with two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Trim Pieces TAS -112 Accessory trim, boosted Barcelona, 1 -9/32" thick Shake & Split Shake Length: varies Width: varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Identifier 7161 -03 Appendix III 94-084 94 -060A concrete roof pieces for use at hips, rakes, ridges and valley terminations manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) March, 1994 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804 -4 & 5 25- 7848 -6 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 3 of 8 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Evaluation 25 -7183 Calculations Evaluation Aerodynamic Multipliers Calculations Calculations Two Patty Adhesive Set System Evaluation Restoring Moments Due to Calculations Gravity 130 TAS 112 March 1995 January 2007 April 1999 February 2007 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 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. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 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. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf ) Length -I (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 NOA No.: 12,0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 2: Aerodynamic Multipliers - A (ft3) Tile a, (ft3) A, (ft3) Profile Batten Application Direct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake NOA No.: 12,0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" - 5 ":12" 6 ":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Table 4: 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 Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04119/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTA 11&9' Polyfoam PolyProTm 40.44 3 Large paddy placement of 45 grams of PolyProT. 4 Medium paddy placement of 24 grams of PolyPro7°'. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.95 5. Tile -Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 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.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 6 of 8 NAIL HOLES PROFILE DRAWING 17" 13" VVV WATERLOCK SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) 1 5/32 ' (slate) 1 9/32 ' (shake) OVERLAY 40 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) NOA No.: 12-0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 8 MONIERLIFETIu SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12- 0222.03 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8