Loading...
358 NE 94 St (5)Shores Village Qe 10050 NE 2nd Avenue A `1 Phone: 305- 795 -2204 Permit Number: BP2002 -1562 (II Printed:9 /12/2002 0 O Iv Applicant: MARK Owner: MCDEVITT JOB ADDRESS: 358 NE 94 Contractor FAJARDO ROOFING CORP Local Phone: 305 - 223 -9452 Parcel # 1132060136150 Fees: FEE2002 -5083 FEE2002 -5084 FEE2002 -5085 Description Building Fee Buildier's Bond CCF Total Fees: Amount $97.50 $300.00 $2.40 $399.90 Total Fees: $399.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 3/8/2003 Work: REPAIR / REPLACE FLAT ROOF AREA If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: Building Permit MCDEVITT MARK ST . Contractor's Address: 8425 SW 46 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 & E35FT OF LOT 6 BLK 46 LOT SIZE Construction Value: $4,000.00 (INSPECTOR) BY: 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 with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work myself, my agent, servants or employes. Signed: 'Ada- (Contractor or Builder) REG C01 091602 1108 11C1101 001130 in strict conformity done by either CHARGE $399.90 i 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 explair)ed. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Lo ne) 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 nailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Buildipg Code. (The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring inits (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 use 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 verloaded 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 accordancewvith the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventila on shall not be reduced. It may be beneficial to consider additional venting which can result in extending he sery e life of the roof. cncoa•N C •n.mp' LodLS -1 n,v1SECTw. l $:,A, Date 9 / / ° /o Florida Building Code Edition 2002 High Velocity Hurricarie Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED• Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7- Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E-. 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 Florida Building Code Edition 2002 High Velocity Hurricarie Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED• 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3 . Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofin • Considerations Re- Roofin • Onl 7. Any Required Roof Testing /Calculation Documentation Florida Building Code Edition 2002 High Velocity Hurricarie Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTACHMENTS REQUIRED• Master Permit No. Contractor's Name & A le-DO Job Address 3 59 ‘ 4 Low Slope 0 Asphaltic Shingles ❑ New Roof Low Slope Roof Area (SF) Sao • Florida Building Code Edition 2002 High Veloci Hurricane Zo'he Unifocrn Permit Application Form. Section A General Information Process No. K ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes_ ❑ Prescriptive BUR -RAS 150 ROOF TYPE Re- Roofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMTION Steep Sloped Roof Area (SF) Total (SF) rj - 1 Section B (Roof Plan ❑ Maintenance 3 oo Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, scuppers and overflow drains. Include dimensions of sections and levels, clea identify dimensions of elevated pressure zones and location of parapets. - ' Florida Building Code High Velocity Hurricane Zone.Uniform Edition 2002 Permit Application Form. Section C Low Slo Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component Is not used, identify as "NA") System Manufacturer: ( 4 F NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: `.J Pma>2:2 Z2jpm2y' . r/3 f.1 Max. Design Pressure, From the Specific NOA System: *' \54 .5 Deck: ( 111 1 I TYPe 1 ( coo l> �OQ� 1';1 X Gauge/Thickness: 5-e Slope: Z Anchor /Base Sheet & No. of Ply(s): of f e '` Atl ncQo aSheet Faster /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Materi Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: i f/ Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material; // Ply(.5). Ply Sheet Fastener /Bonding Material: Top Ply Fastener/ Bonding terial: As - r - ut- AsN4t - TypcilY - Surfacing: A Top PIy ? Robkikel ed Roof S stem Fastener Spacing for Anchor /Base Sheet Attachment Field: 3___" oc @ Lap, # Rows 2 @ 9 ' oc Perimeter: " oc @ Lap, # Rows @ 6 -0c Corner: • oc © Lap, # Rows g @ oc Number of Fasteners Per Insulation Board A i A Field Perie er Corner Illustrate Components Noted and Details as'Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat: Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material., Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. • yFT. A Parapet Heiaht oo OcA Mean R cf Height ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued ' (Optional): One or more layers Type (0 P )' Y YP e G1, G2 or G3. a* i d T h Plus" (gran of "Ruberoid Torch" ule) Rube oidMop (g (smooth r gr l anule)or Ruberoid (granule). iig t . Karnak No. 97, 1 -1/2 - 3 gal /sq. 45/32 Incline: 1/2 on: One or more layers perlite, glass fiber, isocyanurate, urethane, /isocyanurate composite, perlite /urethane composite, phenolic, in. min thickness (offset from plywood joints 6 in.). 'Sheet One or more layers of Type G2 or G3. :Sheet (Optional): One or more layers of Type Gl. elnfirane: One or more layers of "Ruberoid Torch" (smooth or granule), ioid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or id Mop Plus" (granule). dicing: Karnak No. 97, 1 -1/2 - 3 gal /sq. NC Incline: 1/2 gse,Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), • uberoid Torch Plus" (granule). SS brfadng (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. • C -15/32 Incline: 1/2 'Insulation: One or more layers pertite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenotic, 1 -1/2 in. min. - Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or 'Ruberoid .Mop Plus" (granule). Surfacing: Gravel. Deck: C -15/32 • Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type G1. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Kar Mc, ' 7 1-1/2 - 3 gaL/sq or gravel. Peck: NC Incline: 1/2 Ios .s ion: One pore layers perlite, glass fiber, 3/4 in. min, isocyanurate, uretha.e periite/isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). :`c' • Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal/sq. • 9. Deck: C -15/32 Incline: 1/2 ( J Insulation (Optional): One or more layers perlite, Bass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 "GAFGLAS Ply 4 ", or " GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C-15/32 / Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 " GAFGLAS. #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). ' Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal/sq or GAF Weather Coat Emulsion at 3 gal /sq. LOOK FOR MARK ON ROOFING SYSTEMS (TGFU) — Continued 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal/sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness; hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 " GAFGLAS Ply 4" or "Ply 6" hot mopped in place. _ Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness,, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet One or more layers of "GAFGLAS #75 Base Sheet", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. eck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G?, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mon 170 FR'' (granule). 15. Deck: C -15/32 Incline: Insulation (Optional): Perlite, fiber glass, isocyanurate, urethar perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G -2 0;• 6-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more Layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One Layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite / isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type G1, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies G1 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal/sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet " GAFGLAS #75" (Type G2), mechanically attached. PRODUCT ROOF COVERING MATERIALS (TEVT) 135 RUBEROID® Specification N- 1 -1 -MG a" Min. Side Lap 2' Min. Side Lap BAFDLAS.e7S .. ..... • - RUBERDID MOP Mac Base Sheet '/i Mts. Mailable Deck Steep Asphalt AS Type III Substrate -7 inch minimum plywood, gypsum, structural wood fiber, lightweight insulating concrete. See "Lightweight Insulating Concrete Decks," page 10. Slope —Up to 1 inch per foot for lightweight insulating concrete; up to 3 inches per foot for other decks. Materials GAF Materials Corporation Steep Roofing Asphalt ASTM D -312 Type III or IV GAFGLAS #75 Base Sheet RUBEROID MOP (Granule Surfaced) Approximate Weight Per Square Total 145 -155 lbs. Guarantees Available Specification RUBEROID Liberti RUBEROID N-1-1-MG 12, 10 12,10 L IjQpa ,1 GO W RAGON COgipq�ryOM General Recommendations presented on pages 17 -22 shall apply in addition to the following application recommendations. Application Recommendations 1. Lay one ply of GAFGLAS! #75 Base Sheet (or in the case of a tiesh lightweight insulating concrete or gypsum deck where STRATAVENp (Vent Ply) for Nailable Decks is required), with a minimum 2 inch side lap and not less than 6 inch end laps. Nail along side lap of the base ply at intervals not to exceed 9 inches and stagger -nail down the center of sheet in two rows with nails spaced at 18 inch intervals in each row. 2. Starting at the low point of the roof, fully embed one ply of RUBEROID MOP (Granule) in a nominal 25 pounds per 100 square feet (plus or minus 20 %) continuous coat of Steep Roofing Asphalt ASTM D -312 Type III or IV. The RUBEROID membrane must be positioned to provide 4 inch side laps and 6 inch end laps. MI A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 5/24/2002 3:25 AM FROM: Fait TO: 3056685161 PAGE: 002 OF 034 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this 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: GAF Ruberoid® Modified Bitumen 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 consists of pages 1 through 33. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of 33 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: 5/24/2002 3:25 AM FROM:'Fax TO 3056685161 PAGE: 028 OF 034 GAFGLAS #80 Ultimam Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 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 PlyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAF 1'1"rE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced a ately 12" o. • the field of the sheet. ation #7) r any of above Base sheets ils and tin caps at a fastener ed and in two rows 9" o.c. in the field. ee General Limitation #7) ve Base sheets attached to deck with (Maximum Design GAFGLAS Flex Ply attached to deck with pp spacing of 9" o.c. at the 4" la (Maximum Design Pressu GAFGLAS #75 Base Sheet or ., I. , essure —45 ps GAFGLAS a ro = ul era #75 Base Sheet ar rin sha • - Drill -Tee (GAF 111E) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTTTE) 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 psi, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. essure —75 psf See General in the field of the sheet. (Maximum De • Limitation #7) (Optional) One or mor GAFGLAS #80, RUBEROID GAFGLAS PLY 4 , GAFGLAS Flex Ply 6, or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 27 of 33 5/24/2002 3:25 AM FROM:'Fax . TO : 3056685161 PAGE: 029 OF 034 Membrane: One or more plies of RUBEROID MOP Smo Ruberoid® Mop Granule, Ruberoid® Mop Plus Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTm SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above , Ruberoid® Mop 170 uberoid® 2 NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 28 of 33 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum'/" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg 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 Roofmg 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 Roofmg 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.) 5/24/2002 3:25 AM FROM'. Fax TO: 3956685161 PAGE: 034 OF 034 END OF THIS ACCEPTANCE NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 33 ELECTRICAL ' ypE Minimum Fee Q ' l ' Y Tug Dryer QTY. 'l'vl,E Outlet, Appliance QTY TYPE Service Repair (El' V. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TVPP. Minimum Fee QTY. 1;\ PE Condensate Drain QTV. TYPE Generator QTY. TYPE Refrigeration, Tons Q'I' A/C Central, Tons Q'rY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING i'VPE A/C Condensate QTY. TYPE Drains, Roof QTY. '1'VPI? Miscellaneous Fixture QTY. 'I'YI'i; Soakage Pit Q'rY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 1'750 00 () $ o ( s .ftt. = x/1000 $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMI FEES TOTAL $ 379. 9. 9 D ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Page 2 IMPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement-must.be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Rev'ew the brochure: at Village Hall on 'Construction Lien Law and Choosing a Contractor STATED ;d.. Ar MI• t • Signatur Print Name S om tand subscribed before me this • SEAL: Personal) a 7u oI Signature of Notary Public /state of Florida . :1P% MARIA FAJARDO • ;ya : MY COMMISSION # CC 967568 . / EXPIRES: January 12, 2005 �.. BondedThru , r ubl tignAentif /144 21C /Wag - " 7 day of 1. -ation Type of Identification Produced: LATE '..RIDA ' :` OF MIAMI -DADE 1 . a V •iV ontra• or /Qualifier 9 /issmffmmffrOad n .Fame Sw m to and subscribed before me this If day of , Type of Identification Prod MARTA Fa. PERMIT APPLICATION Personally known OR, Produced Identification MY COMA TA ' b 75 tiS EXPIRES: January ry 12' 2 Bonded Thru Note _x_ N Public Underwriters CONTRACTOR j 01 � , od / �k�� G �, ) . Name r License No. c a:. OS � � �J [+ O Address 30s' 2 3- , YJ '2 (lard90 ) Telephone Fax Qualifier Name Litt \I A.,f. a f 6` . ?cb PROPERTY OWNER New Construction //�� Name VIC 70/L. Pees C /I'l k.fl/t Address 35 itiE 9 y/, 5,-7 M' PA4 i S,,lo26 .e /, P Home Telephone 304_ Xl -0 3 FO Repair Business Telephone 3 65_5'17 - 1 91.E Alteration Interior Fax 305 - S77 - I $o'l Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other Step I. Master Permit No. Subsidiary Permit No. PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 3% A) 6 `I /4!) 5 - e6 4 /14.4M' ..52iore -3 ri-oato a 33)39 Address / Apt. City State Zip ,_Folio Number /Of 30 6 0 >3 GI D escription of Work 'Q /2 &PC t14 QooL Aez- 4 Lot Block T b Subdivision r-13 P /0 - g 7 p PG Zoning Linear Feet 130 0 Current Use of Property l -- ) , .4c /'G £ Square Feet /30B Units I Floors 1 Proposed Use of Property i A")e " C of. . .--Valrie of Work y 000. Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Chg. Contractor Renewal Revision Extension Supplement Reinspection PERMIT CHANGE (✓ ) ARCHITECT Name Address License No. Telephone Fax Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER License No. Name Address Telephone Fax I BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statv..u•nt us rte plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address . km OR STATE OF FLORIDA, COUNTY OF DADE. ss• Building MIAMI SHORES VILLAGE nspcctor .... No .3g .. ».._.. Street.tiF q s 9..�' Registered Architect and /or Engineer .t ,,,.. ..., ..• ... ..........•. Name • y � 1 `ae and address of licensed contt�ctor ...Tk�).b!£L'�.�il!s,.4�. 0/0 ,�... � � s�... ► "l; .......a, Location and legal description of lot to be built on: U Lot Block Subdivision. Street and Number where work is to be done .... 8 A/ Z. . ^^ LL ._ .... . __........_... � _... Zia-49. _ State work to be done and purpose of building (by floora)..B(4..�!�R!�d !?..Q F1Qrl1c....K°.�.� „d _ Gay o �/1 ' �..__ Y ...... .turd for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of } d of foundation Roof Covering �GC9 Estimated Total cost of improvements $ - iY00 ( Oa Amount of Permit & Mt Zone cubage required .Plan Cubage Distance • to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. / The u n.icrsigncd applicant/fur this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida %%)orktnen•s Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup pleueent, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice or notices as are required/by the Act. The undersigned agrees to employ only such su ••,. ntractors, on to be performe ; under this permit, as are licensed by Miami Shores Village. Remarks.. (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated ar true.. Permit No.. � ..,/ Date ' ` � )'- Read, Sworn to and Subscribed before me. Disapproved ........_.... t ) ate (Signed) * .. , Notary Public, State of Florida My Commission Expires _ _ PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'Lennir.g hoard. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. ii 3y06 t3 69/6 ? in 14. s--/1 S c 1 "9-1-iiQ •4 E.35 I C e 2 --- Ci ,6 MIAMI SHORES VILLA BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PER T Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. /J Date_ __ - / Z' - , 19 62 Owner's Name and Address _ - _ /-71, 4 y ALA No...3S__A Street___ / C �� Registered Architect and /or Engineer.___._ Name and address of licensed contractor.__ Q.. 0 -0 Location and legal description of lot to be built on: Lot Block pp Subdivision Street and Number where work is to be done_ -acQ_____ -_ to wg k to be done and purpose i qf building (by floors) __ _ A n and for no other purpose. New Building Remodeling Addition Repairs No. of Stories. ..G� ..._ / To be constructed of Kind of foundation Roof Covering,/ - 3 0 /- .9Q -- -- Estimated Total Total cost of improvements $ ,170- ism Amount of Permit $ Zone cubage required plan Cubage_ Distance to next nearest building_.. _Size of Building Lot Maximum live load to be borne by each floor__. I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to _. _.__ - - -- .-- • The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sabegntractors, qn w. t•, be performed under this permit, as are licensed by Miami Shores Village. Remarks__ (Signed) STATE OF FLORIDA, 4 COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. / '? 2- Sa Permit No Disapproved _.__ _ _...___ _ Date_ _ ( Signed) Chairman Member Member Council Approved Date_ 4_ay Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspectof/ My Commission Expires PLANNING BOARD __ _ DATE Member Member . . Member .Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Date Legal Owner PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Address e5 5 A.f 6 '7 yZ fl2 E% Tax Folio /./ 5.144 /3 6/- X ' /4L l see• /0 Description Gat 40 / 4W- �� Master Permit # / Lessee / Tenant S t4 A 0 ("l /4 -g1T7 A) Owner's Address 3S ( 3 N & qt.( S7` I /4U --c.r S 2FS Phone - 7S - 41-- 3 E Contracting Co. Act.) D Rca)% R.,' a ce 8\/ Address = 1l A /e)- Qualifier BZ9D V) 44F tdUOv J SS# / Phone 6 , 86 35 State# 604,45-e, �� /Competencq CC ,o?O, Architect /Engineer ,�y / Address Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Re Przi Cf ( 5 (D) c!2/evi)sL /20 Of 4-7 c rev 'P - tY5 ft eG g'S5,0-g S/ R r7 F4) ` i4-S 2 c r aV S L P120 PE Ij C 645 (-� / /117_5 Square Ft. / p . d23 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. • 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. Furthermore, I authorize the above -named contractor to do the work stated. Signaturp of P Date: c-- t e r n . Yve e'�ri�ews�ereo Pres � y t a r Y ST 'F FLORIDA K ary as to • -nd /or % .L. Commission Expires: * * * * 7/19/94 #resident * * * PERMIT FEE: APPROVED: Fire 3� otl Ccc, � o Zoning Building :b b Mechanical Plumbing k \• Estimated Cost 7 g .:D.- 3 °`" d orjhri ,c/?/ Signatu a of Contractor or Owner- Builder Date: %- N• ary as to Co M Commission Expiz . * * * * Other O V•-*/? 1, Electrical Ins: Co. S 4E - /3/ Engineering Yvette S ws Perez ID 1v1,�rC M19�Rf BONDED * * BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot • This permit is granted to the contractor or heref or in strict compliance with all ordinances drawings, statements or specifications that may time if the work is not done in compliance with granted is the understanding that the contractor pertaining to the work covered hereby whether done by his agents, servants or employees. MIAMI SHORES VILLAGE. FLORIDA ❑ DATR ' 2 . 0 PERMIT N? 7086 14 CONTRACTOR OR BUILDER Bl Signed Work to be performed under this Permit 0 > ` o ;9 r Subdi- vision Value of Project $ builder named above to construct the building or to install the equipment or device described in the application pertaining thereto and with the understanding that the work will be performed in compliance with any plans have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any such ordinances or if the plans are changed without authorization. A further condition upon which this permit is or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work INSPECTOR 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. <fe` .'-. _x'<• -o a ✓, BY ry, Contractor's License No. O c G� AUTHORITY 195 Amount of Permit $ l BY FRONT DEPTH HEIGHT STORIES TYPE OF CONT UOTION? BUILDING TO BE USED FOR . ROOF COST OF BUI I. DING 1'F.,Mr• PRE 1 rame, Tile 1 Concrete, Stucco Residen Q Apts., Stores, Hotel BUILDING PERMIT • Owner of Building Architect Contractor or Builder ;\ o. I STREET COM / This permit is hereby issued to 0 / Miami Shores Village, Florida, PROPOSED LOCATION PART OF LOT LOT Btocx DESCRIPTION OF BUILDING To the building above described, as per application, ans a Specifications heretofore filed in this office. This perm is granted upon the ex- press condition that all facts stated in the application ar true and that the construction complies strictly with the plans and specifications submitted, and in accordance and compliance with the building laws of the State of Florida and with t building ordinances and zoning laws I e Vill e. This permit may be revoked at any tions,o ny change in the plans and specifications of Miami Shores Village, and rules and regulations of the building department of Mi time upon the violation of any provisions of said laws, ordinances or rules and regul authorized by the building inspector. / MIAMI SHORES VILLAGE OFFICE pF BUILp G INSPECTOR 6 e� / , 193.... SUBDIVISION N? .. 166 BUILDING INSPECTOR In consideration of the issuance to me of this, building permit I hereby agree to do the proposed construction in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and in' compliance with all provisions of all building laws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Village and all rules and regulations of the building department of Miami Shores Village. Dated....... �j . °... / , 19 (S'- APPLICATION FO BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address._ Registered Architect and /or Engineer Name and address of licensed contractor g. 1_ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) � ' /l'f e' Permit No MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date No ' C'T Street and for no other purpose. New Building Remodeling. Addition Repairs � No. of Stori be constructed of Kind of foundation_.. . Roof Covering Estimated Total cost of improvements $ l `' Amount of Permit $ ..._i, U� Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on atrark to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Date ! / 7 6C) Read, Sworn to and Subscribed before me. Notary Public, State of Florida STATE OF FLORIDA, COUNTY OF DADE. f ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Disapproved .' Date ( Signed) �� Building Inspector � My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making • corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date April 19, ,19 58 Owner's Name and Address.. Garald W111 No 3 Street NE 94th Street Registered Architect and/or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done Disapproved (Signed) ( Date JOHN C ANDR ROOFING & TILE CO. Building Inspector 4300 E 11th Avenue, Hialeah Subdivision. 358 N, E, 94th Street State work to be done and purpose of building (by floors) Reroof lanudry room and bath on rear of .g_arage Tear off old gravel roof, replace bad wood Tin cap 30# reit mop /15J felts, Push pea rock into hot poured 'asphalt0 and for no other purpose. New Building Remodeling Addition Repairs X No. of Stories To be constructed of Kind of foundation Roof Covering. _gravel Estimated Total cost of improvements $ 200,00 Amount of Permit $5 Q 00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted or inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only s c s bcon, ctors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signe STATE OF FLORIDA, COUNTY OF DADE. Ss ' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. -. Permit No Date Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE, FLA. JOB 14a c_ H ADDRESS 3 S ' , INSPECTION - �`e c/ f' TIME READY tar ? . S - - � d N? 7595 REMARKS: INSPECTOR 1J4fSL DATE _ z �- Qualifier CARLOS AROCHO Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 53 Job Address 358 1v , E • c9 L ST Tax Folio Legal Description Owner)/ Lessee / Tenant chCAf Qr Master Permit # 36773 Owner's Address SS? _ q Phone qt q - 09 Contracting Co. QUALITY ROOFING CONTRACTOR, INC. Address 251 N.W. 99th STREET State it PC0058627 Municipal it 2078269 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL .- 7) - i 7= 1 - R -- .d PAVING PENCE SIGN WORK DESCRIPTION - Tpoo.r ceT;V o,., (1- •t —I4'1- r'004 b se Stcz¢" le I4 A SLA t a 9 1 , i I cw..aa eo, r ko+ o.s4h.,1 fi C toed , ; O v ( . t,,I` X 1 ; n Or c`., - ec. .mac: p ; cc. d . WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I au ho ize the above -nam d cont actor to do the work stated. Signature of owner and /or Condo President Date: $ -30 °L - .; . MY COMMISSION e CC R4212 vs: 1 EXPIRES:Oatober 10, WO' .8 , 4 Bonded Thru Notary Public Undo/ taro Ai CA' Notary as t Owner a My Commission Expire ** * * FEES: PERMIT N RADON C.C.F. APPROVED: Fire Zoning Buildin SS# Competency # 17889 Ins . Co . Estimated Cost(value) Signature of Contractor or Owner- Builder Date: g- 30 - 9 4 1 ontractor or Owner -Buil ; des • MARYLOU HERNANDEZ E% :•� :E MY COMMISSION 8 CC 324212 f BOn ; WIRES: Nom October � 10, 1997 Undebvdters Notary as t My Commissio * * * NOTARY TOTAL DUE "r' 0 Mechanical Plumbing Phone (305) 751 -0382 1 X 0 00• O( — ** Other Electrical Engineering Manville Built -Up BUR Roofing Membrane Systems Specifications 9 Roof Finders Index Number of Plies Type of Felt Type of Substrate Type of Surfacing 3 G Fiber Glass N Nailable S Smooth 4 I Insulation and /or G Gravel 5 Non - Nailable C Cap Sheet L Lightweight P Protected Insulating Fill CT Coal Tar Specs Deck Roof Surface Region' Type Slope Composition 07500 /MAN BuyLine 5318 Spec. Number Smooth All I Up to 6" 4 plies Manville Ply Felt 4GIS Smooth All I Up to 6" 3 plies Manville Ply Felt 3GIS Smooth All N Up to 6" GlasBase, 4 Manville Ply Felts 5GNS Smooth All N Up to 6" GlasBase, 3 Manville Ply Felts 4GNS Smooth 2 & 3 N Up to 6" GlasBase, 2 Manville Ply Felts 3GNS Gravel All I Up to 3" 4 plies Manville Ply Felt 4GIG Gravel All I Up to 3" 3 plies Manville Ply Felt 3GIG Gravel All N Up to 3" GlasBase, 4 Manville Ply Felts 5GNG Gravel All N Up to 3" GlasBase, 3 Manville Ply Felts 4GNG Gravel All N Up to 3" GlasBase, 2 Manville Ply Felts 3GNG Gravel All L Up to 3" Ventsulation, 4 Manville Ply Felts 5GLG Gravel All L Up to 3" Ventsulation, 3 Manville Ply Felts 4GLG Gravel All L Up to 3" Ventsulation, 2 Manville Ply Felts 3GLG Gravel All I Up to 3" GlasBase, 3 Manville Ply Fells 4GIG(Alt) Gravel All I Up to 3" GlasBase, 2 Manville Ply Felts 3GIG(Alt) Mineral All I 1 /4" to 6" 4 plies Manville Ply Felt & GlasKap 5GIC Mineral All - I '/4" to 6" 3 plies Manville Ply Felt & GlasKap 4GIC Mineral 3 only I /4" to 6" 2 plies Manville Ply Felt & GlasKap 3GIC Mineral All N '/4" to 6" GlasBase, 3 Manville Ply Felts & GlasKap 5GNC Mineral 2 & 3 N '/4" to 6" GlasBase, 2 Manville Ply Felts & GlasKap 4GNC Mineral 3 only N '/4" to 6" GlasBase, Manville Ply Felts & GlasKap 3GNC Protected All I Up to 2" 4 plies Manville Ply Felt 4GIP Protected All I Up to 2" 3 plies Manville Ply Felt 3GIP Protected All N Up to 2" GlasBase, 3 Manville Ply Felts 4GNP Protected All N Up to 2" GlasBase, 2 Manville Ply Felts 3GNP Gravel All I Up to V4" 4 plies Manville Ply Felt 4GIG -CT Gravel All I Up to 1 /4" 3 plies Manville Ply Felt 3GIG -CT Gravel 2 & 3 N Up to I/4" GlasBase, 3 Manville Ply Felts 4GNG -CT Gravel All N Up to ' /4" GlasBase, 2 Manville Ply Felts 3GNG -CT Protected All I Up to '/4" 4 plies Manville Ply Felt 4GIP -CT Protected All I Up to 1 /4" 3 plies Manville Ply Felt 3GIP -CT Protected All N Up to '/4" GlasBase, 3 Manville Ply Felts 4GNP -CT Protected All N Up to '/4" GlasBase, 2 Manville Ply Felts 3GNP -CT The three specifications shown here for buitt•up roofing systems are examples selected from a more extensive compilation of Schuller published specifications. These examples. all of which form the basis for art ellective fooling system, include a range that progresses from a basic roofing specification, to an upgraded specification. to a premium specification that represents the ultimate in roofing performance. This range of roofing specifications is dillerentiated by materials, overall cost and guarantee coverage. Manville Built -Up Roofing Systems General Information The following section covers the application specifications currently available from Manville Roofing Systems for built -up roofing membranes. All general information contained in this manual and in our current Industrial/Commercial Roofing Systems Manual should be consid- ered part of these specifications. Specifications are available for systems installed over insulation, nailable. non - nailable and lightweight fill substrates. Manville Roofing Systems offers systems that can be installed using both hot asphalt or coal tar. For hot applied built -up roofing system applications, Manville Roofing Systems asphalt is recommended. Manville Roofing Systems asphalts are thoroughly evaluated before they are app- roved for use in any Built -Up Roofing or Modified Bitumen Systems. We do not recommend the use of traditional asphalt cut -back products as adhesives, i.e., trapped behind the membrane, for any of the modified bitumen products. The use of these materials over the modified bitumen products, i.e., to strip in the edges of a base flashing, is acceptable. However. Schuller has developed two adhesives, MBR Flashing Cement and MBR Bonding Cement, that are compatible with all of the Manville Roofing Systems Modified Bitumen Products and they should be used whenever an adhesive application is necessary. Each specification in this section is eligible to receive a guarantee. Refer to our current Guarantee price sheets for coverage limitations and the current price, or contact the nearest Manville Roofing Systems District Office. Drainage of water off any roof membrane is necessary to prolong the service life of the system. Schuller therefore, has the following policy: Drainage: Design and installation of the deck and /or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and will not be guaranteed. BUR Membrane Specifications Application of Membrane Substrate: The surface on which the roof insulations (Ult aGard, Fesco Foam, Fesco and Manville Retro Board) or an approved structural substrate. The surface must be dean, smooth and dry. • Built -Up Roofing Over Non-Mailable Decks: These specifications are for use over any type of structural deck which is not nailable and, which offers a suitable surface to receive the roof. Poured and precast concrete require surfacing with Manville Concrete Primer. These specifications are also for use over Manville roof insulations, UltraGard, Fesco Foam, Fes -Core, Fesco and ' /2" Retro -Fit Board or other approved insulations which are not nailable and which offer a suitable surface to receive the roof. These specifications are not to be used over lightweight insulating concrete decks or over fill made of lightweight insulating concrete. Smooth and Gravel- Surfaced Systems Four -Ply Roof Membranes: Using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the root, apply one 9" wide sheet, then over that one 18" wide sheet, then over that, one 27' wide sheet, then over all three, a full 36" wide sheet. The following fells are to be applied full width, overlapping the preceding felt by 27 so that at least 4 plies of felt cover the substrate at all locations. Three -Ply Roof Membranes: Using Manville GlasPly Premiero r GlasPly IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied lull width, overlapping the preceding felt by 24 so that at least 3 plies ol felt cover the substrate at all locations. Install each felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25°F of the asphalt's EVT, applied just before the felt at the nominal uniform rate of 23 lbs. per square over the entire surface. Finish the entire surface with a uniform coating ol the selected surfacing or flood the surface with the appropriate asphalt, at an approximate rate of 60 lbs. per square and while it is still hot, embed therein an acceptable gravel at the rate ol approximately 400 -500 lbs. per square or an acceptable slag at a rate of 300 - 400 lbs. per square. Mineral - Surfaced Cap Sheet Systems, Four -Ply Root Mem- branes: Using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 24 so that at least 3 plies of felt cover the substrate at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Three -Ply Roof Membranes: Using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of fell cover the substrate at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at a nominal uniform rate of 23 lbs. per' square over the entire surface. Manville Built-Up Roofing Systems Prior to application, cut the cap sheet into manageable lengths (12' - 18') and allow to flatten. When nailers are required, cut the cap sheet into lengths which conform to the nailer spacing. Using Manville GlasKap and starting at the low edge of the roof, apply the cap sheet, being sure to maintain 2" side laps and 6" end laps over the preceding sheets. Position the cap sheet upside-down over the preceding coarse. Apply a full width mopping of asphalt to the substrate (30 - 40 lbs. per square) and flop the cap sheet into it. The temperature of the asphan when applied must be such that, when the cap sheet is set into it, its temperature is approximately 20 °F above the EVT. This will assure proper fluxing of the back coating on the cap sheet and result in maximum bonding. The cap sheet must be firmly and uni- formly set into the hot asphalt with all edges well sealed. Built -Up Roofing Over Naitable Decks: These specifications are for use over any type of structural deck (without insulation) which can receive and adequately retain nails or other types of mechanical fasteners recommended by the deck manufacturer. Examples of such decks are wood and plywood. Select specifications are eligible for use over lightweight insulating concrete decks or over fill made of t ghrwe ghl insulating concrete. Contact the Manville Roofing Systems Distract Technical Services Specialist for approval of the lightweight fill to be used Over wood decks one ply of sheathing paper must be used under the base felt next to the deck. The specil cations in this section require the use of a nailable base lelt. Use nails or fasteners appropriate to the type of deck. Smooth and Gravel- Surfaced Systems, Four -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with an 18" width. The lollowing fens are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and, down the longitudinal BUR Membrane Specifications 07500 /MAN BuyLine 5318 center of each felt, place two rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPty Premier or GlasPly IV and starting at the low edge of the roof, apply one 12" wide sheet, then over that, one 24" wide sheet, then over both, a full 36" wide sheet. The following felts are to be applied lull width, overlapping the preceding felt by 24 so that at least 3 plies of tell cover the base felt at all locations. Three -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied lull width, lapping each felt 2" over the preceding one. Nail the laps at 9" centers and down the longitudinal center of each felt, place 2 rows of nails with the rows spaced approximately 11" apart and the nails, staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following felts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. Finish the entire surface with a uniform coating of the selected surfacing or flood the surface with the appropriate asphalt, at an approximate rate of 60 lbs. per square, and while it is still hot embed therein an acceptable gravel at the rate of approximately 400 lbs. per square or an acceptable slag at a rate of 300 lbs. per square. Mineral - Surfaced Cap Sheet Systems Four -Ply Roof Membranes: Using Manville GlasBase or Ventsula- tion and starting at the low edge of the roof, start with a 12" width. The following felts are to be applied full width, lapping each fell 2" over the preceding one. Nail the laps 9" o.c., and down the tong'. tudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the root, apply one 18" wide sheet, then over that, a full 36" wide sheet. The following lelts are to be applied full width, overlapping the preceding felt by 19" so that at least 2 plies of felt cover the base felt at all locations. Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Three -Ply Roof Membranes: Using Manville GlasBase or Ventsulation and starting at the low edge of the roof, start with a 24" width. The following felts are to be applied full width, lapping each felt 2" over the preceding one. Nail the laps 9" o.c. and down the longitudinal center of each felt place two rows of nails with the rows spaced approximately 11" apart and the nails staggered with those in the adjacent row, on approximately 18" centers. Over the in -place base felt, using Manville GlasPly Premier or GlasPly IV and starting at the low edge of the roof, apply one 18" wide sheet, then a full 36" wide sheet, overlapping the preceding felt by 2 ". All following felts are to be applied full width overlapping the Manville preceding sheet by 2 ". Finish the surface with GlasKap fiber glass mineral surfaced cap sheet. Install each ply felt so that it will be firmly and uniformly set, without voids, into the hot asphalt, within 25 °F of the asphalt's EVT, applied Just before the felt at a nominal uniform rate of 23 lbs. per square over the entire surface. Prior to application, cut the cap sheet into manageable lengths (12'- 18') and allow to flatten. When nailers are required, cut the cap sheet into lengths which conform to the nailer spacing. Starting at the low edge of the roof area, apply one layer of the cap sheet, being sure to maintain 2" side laps and 6" end laps over the preceding sheets. Apply the cap sheet in a full width mopping of hot asphalt (approximately 20 "F above the EVT to maximize bonding of the cap sheet to the ply sheets) at the approximate rate of 23 lbs./ sq. to ply sheet(s). also applying asphalt to the side lap area on the backside of the cap sheet. Then flop the cap sheet into the hot asphalt. At ambient temperatures below 70 "F, see the cold application section of our Industrial/Commercial Roofing Systems Manual. The cap sheet must be firmly and uniformly set into the hot asphalt with all edges well sealed. The temperature of the asphalt when applied must be such that, when the cap sheet is set into it, its temperature is approximately 20 °F above the EVT. This will assure proper Iluxing of the back coating on the cap sheet and result in maximum bonding. The cap sheet must be firmly and uniformly set into the hot asphalt with all edges well sealed. BUR Nailer Requirements Roof insulation can be applied on inclines up to 6" per foot, but it must be acknowledged that nailer usage violates the vapor retarder due to fastener penetrations, as does perimeter nailing of insulation for uplift resistance. Spacing of Nailers: On decks where the incline is such that nailing of roofing felts is required (2" and over for smooth surfaced roofs and 1" and over for gravel and mineral cap sheet surfaced roofs), wood nailing strips (4" minimum nominal, 3 minimum actual width) should be provided at the ridge and at the following approxi- mate intermediate points: 1 d Incline Smooth 0 "- 1" 1 " -2" 2" 3" 3" - 4" 4" - 6" Not required Not required 20' face to face 10' face to lace 4' face to face Gravel Not required 20' face to face 10' face to face Not recommended Not recommended Cap Sheet Not required 20' face to lace 10' face to face 4' face to face 4' face to face Nailing strips the same thickness as the insulation, and at least 3'/2" wide, should be attached to the deck and run at right angles to the incline to receive the insulation and retain nails securing the fells, Felt Application: Felts are to be run parallel to the incline (right angles to the nailers). Nails must have a 1" minimum diameter cap. Where capped nails are not used, fasteners must be placed through caps having a minimum diameter of 1 ". Fastener Spacing: For 3. 4 and 5 -ply roofs, locate a nail at each nailer, spaced 3 /4" from the leading edge of the fell. For cap sheet application, locate one nail at each nailer, spaced approximately 3 /4" from the leading edge of each ply fell. Termination of a continuous cap sheet MUST occur at a nailer. At points of termination, locate 5 nails at each nailer. The first nail is to be spaced 3 /4" from the leading edge of the cap sheet, with the remaining 4 nails spaced approximately 8 o.c., with the nails staggered across the width of the nailer to reduce the chance of the cap sheet tearing along the nail line. It is recommended that each succeeding row of fasteners be staggered from the preceding row. For example, nail one row of fasteners on the lower half of the nailer board, while nailing the succeeding felt, with nails on the upper half to avoid tearing the felts. The following figures show the location and direction of the insula- tion boards, nailers, and felts. Also shown is a table outlining the recommended nailer spacing and asphalt usage on smooth and gravel surfaced roofs. 6 Manville Nailing Pattern and Nailer Spacing Shown with 3 -Ply System. Nailing Pattern and Nailer Spacing shown with Cap Sheet Roofs. -.- 12 24" -4--- 16- 8" Incline 0 .. • , T' • 1" 1 " -2" 2" 3" 3" - 6" 36 Nailing Pattern and Nailer Spacing Shown with 4-Ply System. 27' -► 36" Nail Asphalt —►I Asphalt Nail Asphalt - ` — V. Insulation Nailers 3'h" Min Mw 3'/0" Nailer • Nailer Nailer Spacing and Type of Asphalt/Cap Sheet Roofs Not required Not required 20' face to face 10' face to face 4' face to face Type II' — Type HI Type III Type III type IV Drainage Nailer Spacing (D) Type of Asphalt Consult with Manville Rooting Systems District Technical Services Specialist regarding protects in hot climates as Type II asphalt may not be permitted in some areas. mite $wiac ea Cap Sneei 6 Lau Incline f -- 2 Lap Fens N! Nailer Spacing and Type of Asphalt/Smooth Surfaced Roofs Nailer Spacing (D)' Type of Asphalt 0" - '/2" Not required Type II• ' /2" • 1" Not required Type IV T" Not required Type fll 2' - 3" 20' face to face Type III _ 3" • 4" 10' face to face y� pe IV 4' - 6' 4 ace to face Type lV Nailer Spacing and Type of Asphalt/Gravel- Surfaced Roofs Incline Nailer Spacing (D)" Type of Asphalt 0" ' /2" Not required Type ll• t /2" T" — N6t required Type I II T" • 2 20 ' of ce to face Type lit 2'" 10' face to face Type ill Allow sullicrent clearance between nallers for insulation units 07500 /MAN BuyLine 5318 r a o n M n 3'.• • NaUUer r Manville Asphalt Type Using GlasPly Premier or GlasPly IV, start with a piece 12" wide. then over that, one 24" wide, then over both, a lull width piece. The following felts are to be applied lull width, overlapping the preceding felts by 24 so that at least 3 plies ol felt cover the substrate at all locations. Install each lett so that it Is firmly and uniformly set, without voids, into the not aspnalt (within 25 °F of the EVT) applied just before the telt at a nominal rate of 23 lbs. per square over the entire surface. When installed over insulations, more or less'than 23 lbs. per square of roofing bitumen may be needed due to the absorbency of the insulation. Asphalt should meet the requirements established in ASTM D 312. Never heat the asphalt above the Flash Point (FP). Heating above the Finished Blowing Temperature (FBT) should be strictly regulated and never allowed for more than 4 hours. to preclude asphalt degradation. If the Equiviscous Temperature (EVT) is not available, heating guidelines are as follows: Heating Application 170 °F. Type II, Flat 450 °F 325 - 400 °F 190 °F. Type III, Steep 500 °F 350 - 475 °F 220 = F. Type IV, Special Steep 500 ° F 375 - 475 ° F Nailing Requirements: On decks with a slope over 2" per foot. the roofing felts must be installed parallel to the incline and must be nailed. Nailing strips should be attached to the deck. run perpendicular to the incline, be capable of retaining the nails securing the roofing felts, have the same thickness as the insulation, and be at least 3 wide. Wood nailing strips should be provided at the ridge and at the following approximate intermediate points: Specification 3GIS Incline Nailer Spacing (D) 0" . 1" Not required 1" - 2" Not required 2" - 3" 20' lace to lace 3" - 4" 10' face to face 4" • 6" 4' face to face Consult with Manville Rooting Systems District Tecnnicai Services Specialist regarding protects in hot climates as Type It asphalt may not oe perm neo in some areas. Locate a nail at each nailer, spaced 3 /4 " from the leading edge of the felt. Nails must have a 1" minimum diameter cap. Where capped nails are not used, fasteners must be driven through caps having a minimum diameter ol 1". w I -- 24- Asphalt Nal Aspna❑ 1 Type of Asphalt Type II' Type III Type III Type IV Type IV Naiuers , M r 07500 /MAN BuyLine 5318 L Ndi�i.�s 0 oi Surfacing Finish the entire membrane surface with a uniform coating 01 the selected surfacing. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Notary $ Scanning $ $ Value of Work For this Permit Type of Work: EAddition Describe Work; //9S7 /( (Continued on opposite side) uilding City Miami Shores Village Is Building Historically Designated YES Architect/Engineer's Name (if applicable) 0 o!O r - Nhry Submittal Fee $ ■ , ( Permit Fee $ Total Fee Now Due $ • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ) . 00 7/ /^ 7/ - 7/ . /i/ //Y -C74, Trainin Fee $ R7 Master Permit No. Electrical Plumbing Mechanical Owner's Name (Fee Simple t itleho er)V y'G l4 c' Phone # 305 �� K o Owner's Address' 35' k) C g . ) ./10%P S St ate ' City i � id ,✓VU. t � � Zip 3 .� Tenant/Lessee Name Phone # 3 5 13 Job Address (where the work is being done) N („-; (% `1 ..l 3f • County Miami -Dade NO Contractor's Company Name 'C( (//f " Rl!Onn�` YI Phone # r z, - 9 4E-2._ Contractor's Address 0 (9,5" Lae dam) City �i vl. %L State - f -- ,( 2 Qualifier ' U CQ AA 'f ( J State Certificate or Registration No. (CC 0 a ., ❑Alteration ❑New Certificate of Competency No. Zip Phone # Square Footage Of Work: A 31 A ,.-' g Radon $ Zoning Zip I 3 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ (0 oo CO /CC I Technology Fee $ 64o Code Enforcement $ Structural Plan Review. $ Repair/Replace ❑ Demolition Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $ 25.00jhe applicant must promise in good faith that a copy of the notice of commencement and construction lien law broc re will be delivere whose property is subject to attac Also, a certified copy of the recorded notice of co encement must be posted for the first inspection which 'occurs set en (7) days after the building permit is issue'. In the absence of such pos inspection will not be app :.:' and a r nspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _ , by V 16:4 Pi_ petqial known ... me or who has produced th CIO/_ Ft- DL 1 4' I/3 . G,O 4 ('I s Identifica a nd who did take an oath NOTARY P Sign: Print: My Commission Expires: Signature The foregoing innssi���,ment was acknowledged before me this c3 day of 0 �. , i.'l, 20 Ofby who is personally known to me or who ha produce 1 2 D L F " ?'/ :D " V • as identification and who did take an oath. !� f Glnny H. Gone PUBLIC: • • • #DD323870 Si an 41 1) ; a= Expires: e dY rhru 118 Print: Atlantic Bonding nc. My Commission E S. Commission #DD323870 io Atlantic Bonding Co., Inc. ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** to the person t the job site d notice, the * ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: / ii 1 3 Plans Examiner Engineer Zoning Chc 05/13/03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10/14/2004 Applicant: MARK MCDEVITT Owner: MCDEVITT MARK JOB ADDRESS: 358 NE 94 ST Contractor FAJARDO ROOFING CORP Local Phone: 305 - 223 - 9452 Parcel # 1132060136150 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -1338 Contractor's Address: 8425 SW 46 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 5 & E35FT OF LOT 6 BLK 46 LOT SIZE Fees: Description Amount FEE2004 -10092 Building Fee $275.00 FEE2004 -10093 CCF $4.80 FEE2004 -10094 Notary Fee $5.00 FEE2004 -10095 Training and Education Fee $1.60 FEE2004 -10096 Technology Fee $6.88 FEE2004 -10097 Scanning Fee $15.00 Total Fees: $308.28 Total Fees: $308.28 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/6/2005 Construction Value: $7,350.00 Work: REMOVAL EXISTING TILE ROOF. INSTALL 30LB. TIN CAP. INST. 90LB. HOT MOD AND INSTALL SPANISH S CLAI'TILE FOAM e,-e- In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: ....MM / We MM.. bb. o ,mw.so rya (tr.,/ elm .uii vaI® w @C A; In= UT MIDI Inortaiu • rr No, • TAX OUO.N ®,1 O 66x3 WSJ ' • STATE OF FtOibA: COUNTY OF MIAMI -DADE: • THE UNDERSIGNED hereby gives notice that Improverhen is 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. tegaL description of property and street/ad : 5 E 3 l 7 � � (vg it, -L tP . 2. Description of improvement: e .4, Qw er(s) name and address: / G .. Interest In property: • . • Nome and address•of fee simple titleholder: . 4...QontraCtQr's namo.and,addre ss: • :.9r Expiration,. *this Notice of Co Mere )iii ,,,, s . rem _ A I I WffIrifir Sig M're - of • er ... Print Qwner's Name Print Notary's Name My commission expires: 129.0142 PAOE4 KO _ kt c f • i 8p I itl ail. Ik ' 1111111111101011111111111111111111111111111111 CF MI . 2004R0900842 OR Bk. 2273Q P9 2518;; ° ) RECORDED 10/14/2004 10:10:21 HARVEY RUVIHv CLERK OF COURT - PIIAMI -DADE COUNTY; FLORIDA LAST PAGE 3. ,e" a / a • U � r,. - ` G - _ ar. , of Ci � Cou • r.• ��.arr dam/ - . Name and address: 5. Surety: (Payment bond required by owner from contiactorj T • Amount of bond $ 6. Lender's name and addr®ss: Y f "Mil AM `V ; �� T Q F no- A, COUNTYO CERIIFy that this w:o n. is office MM i yo;the• d D.C. e Yp Cot) CUU M4O0D 600.0, cos �11 • • • • 7. Persons withirrr•the state of Florida designated by Owner upon whom notl "or other .• oc uments may be served as • provided by Section 713.13(1)(8)7., Florida Statutes, . .. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the. tjenor's .Notice as provided In Section 713.13(1)(b), Florida Statutes. . . Name and address: • ent: -( expiration date is .1 year from the date of. recording unless a f lot C A4 04A �y // // Prepared by Sworn to and subscribed .before me this 44 day of Q ' 14•Pr' • , 20 123_01-48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Ji 1) O 00 6 ' Job Address 35'$ / ' E7 ¶f ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile * Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stack? Yes ❑ No ROOF TYPE Type: Natural ❑ L GX ❑ ❑ New Roof jo Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) / 337 /337 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly - identify dimensions of elevated pressure zones an • on of parapets. Priligialigiliiiiii :C :C :C : : : : " C C "C ` = ": C: ' C R; :�CCMi : CQQ : QCC . E p Q ■ E■ - . .C.EE■■ E . --- i iii : . u C: i: CE■ ■ ■ :■i .1 ..■ . E rag E €�5 iii i r CEO gg p'EQ: MAP! ■c �. �► ,"� - �- � � - _ Q : ��B���C EE . � � - E� E■CCE - -- �. :E.C i �' �:Eo�■ EC ECp: E:.. ■ : 6 :' ■..■ ■. CC' C' : 'E :��i' C CC u :CE'C E E CCU iligi.-dohillighArthd maii ■ E.E ! ; : i pp ■ . ■C ■ .1.■ ■ C I ■t1G.'ic� ■ 1 _ p - 1E, CCECi r i ■E ■.. E �■ fifi .. E ,,l1 ■� . : IMP 1111111191 EEEE :�1 �Ei: :C @a � -� � E�;EE :�E�, ��, r��,, .. :C . : C .: E ' a�i'�CC C Crsi::CCG C ai : ..l..■ : iI E . % � E ■■: ■.. .■ ■■ :� i. ■ � it ■ ■ . Q E �.: ■ .�Ei .din �, En.EE ■. u. E.: !n - a , . ., E r 1i •I O ■ . ^1�1 ■ ■ ■ j �`I ■ ■ ■. .' ■ 6Q ' �.E : C :�.0 C lillinigprohlini C .0 . s E E 6 !a E Eo� :: `E 8 . . . E C EE . ..C■ ■E ■b .■■ C 1 ■ � Q: : i C ':�., : . ,: ::o . �E ■EEC.■: ■ ■ EE ■ •. ■ L . ■■ Qom ■ - -�� _� p 1 .C■ � -Tull - . Q _.. , - - , :► .� _ '�- C E C EQ -' - it C . C ■..- - - . :C�.0 Roof System Manufacturer: J Fe 174" / - cofeo>F Notice of Acceptance Number: 00 /Z /Z - 06' Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: Tu P2: 75V P3: 9` Maximum Design Pressure r0,4 /7 �� (From the NOA Specific System): Method of tile attachment: i Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Forth. Roof Slope: 3 :12 123_01-48 5/03 PAGE 4 Section D (Steep Sloped Roof System) Ridge Ventilation? N/ Steep Sloped Roof System Description Deck Type: 00 (X A" ype Underlayment: nsuiation: Y Fire Barr er: Mean Roof Height: //b f3,0/its- AsrM- j aa,6 astener yp & Spacing: dhesive Type: ype Cap Sheet. A►�T PI I.51)4 A tf TY 1 NTA � oof Covering: Type & Size Drip Edge: h . Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Requited Moment Resistance M, Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F. Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Mean Roof H.lght M, Required Moment Resistance` 15' 20' 25' 30' 40' — Roof Slope 2:2 344 38.5 38.2 39.7 422 3:12 32.2 34.4 36.0 374 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 284 30.1 31.6 32.8 34.9 8:12 284 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 282 30.0 t (P2: (P3: Florida Building Code Edition 2002 H . h Vol .. Hurricane Zone Uniform Permit ,. Icatlon Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M, with the values from M t: If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment 1/2TilLC /3.34) - Mg: Ba �' 2N) - Mg: - 2h yZ AreZ+ ) - Mg: 5,0 - 3 .z_yz Per RAS 127" NOA Mr 6 / , NOA M1 NOA l Method 2 "Simplified Tile Calculation Per Table Below" /' Required Moment of Resistance (M,) From Table Below NOA M1 i• *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : z l: _ : w: - ) — W: z cos B: _ = F NOA F' (P : : l: = z w: - ) — W: : cos 0: = Fr2: NOA F' (P xl: = z w:— ) —W: z cts 0 : _ = Fr3: NOA 123_07 -48 5/03 PAGE 5 AP SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. • 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane 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. i'l PA 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). 0 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 o 'on of maintaining this appearance. 1 ti\46\ 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 ' 1` roofing system is removed. -Ponding conditions should be corrected. 1 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. . YJ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It y be beneficial to consider additional venting which can result in extending the s = e roof. _ .: . er's/Agent's Signature sanocumc -iw .u. u •asernoN tsu.a« 0/ / / Date • M . PRODUCT Q.ONTRQUOTICE OF ACCEPTANCE Santa Fc Tile Corporation 10302 N.W. South River Drive, Bay P16 Medley ,FL 33178 Your application for Notice of Acceptance (NOA) of: 1 Sp:Inish "S" Clay Tile under Chapter 6 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated be:ow. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, IpCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is deternnined by BCCO that this product or material fails to ipeet the requirements of the South Florid: Building Code. 1'he cxpcnsc of such testing will be incurred by the manufacturer. APPROVED: 02/01/2001 �uG 45000rtpc2OOOuwOODUbiuA04 a 3440p AC4 tow psibdp. Inter nsall address: postmaster @buildietcodeon11ot.eom \rnr/ 'I IJ CVVI O.JJ /JI. O•JC /IVV• ACCEPTANCE NO.: 00- 1212.0 EXPIRES: 0 2/01!2006 :i Raul Rodriguez a Chief Product Control Division .I ZKlS TS THE CQVE ADDITIONAL P. FOR SPECI Ft( AND GF.NFR.AL J BL`ILDING CODE & PRQDUCT REV EV COMMITTEE 1 This application. for Product Approval has been reviewed b 9 tkt.13000 and approved by :hc Build.nr ('ode and Product Review Committee to be used in lvfiami - Dde County, Floridn under the conditions se: forth above. tl MIAMI -DADE COUNTY, FLORIDA METRO.OADE FLAGLER BUILDING BUtt,DING CODE COhtrLt,\NCt OFrICt METRO -DAOC IILAGLCR BUILDING 140 WEST FLAGLCR STRCGT. SUM: 1603 MIAMI, FLORIDA 3)130.1163 (305) 375 -2901 PAX (305) 375.2906 CONTRACTOR WCENSlNG Sr :CI'ION (305) 375 -2527 1:AX (305) 375.2555 cO,YfILAC1'oa k :xtENT uIv''SION 005) 373.2966 FAX (30s) J7i.2505 PRODUCT CONTROL orviSiO ' 0053 )15.2902 FAN (305) 3124;39 e21 Francisco .1, Quintana, Director Miami -Dude County Building Code Compliancc Ofticc FROM SANIAFE TILE CORPORATION ROOFING ASSEMBLY APPROVAL Cat____ _ Roofing Sub- Catesnrv; 07320 Roofing Tiles Mnterials Deck Tyne: 1. SCOPE Thi, renews a roofing system using Santa Fc "Santafe Ssntafe Tile Corporation described in Section 2 of this comply with the South Florida Building Code, 1994 Ed locations where the design pressure requirements, eS de does not exceed the design pressure values obtain by ca using the values listed in herein. The attachment calcul a■•stem Trim Pieces PRODUCT DESCRIPTION M;inufacturcd b. Annlicant Santat'e 'S' Clay R,xf Tile 2.1 COMPONENTS OR PRODUCTS MANUFA Test Product Dimension! Specifications T lc tictcws g8 x 2 -W long PA 114 0.130" shank dia. Appendix E 0.178 flute dia. - 3. LIMITATIONS 3.1 3 Clay Roof Tiles Wood Dimensions I - 18" w 84 ll.5" '/: thick I = varies w ° varies varying thickness Test Snecitication3 accordance with RAS 106. 3.3 Applicant shall retain the services of a Mia perform quarterly test In accordance with PA submitted to the Building Code Compliance 0 krKl) 4 13 ZUUI ts• o•oc;�ay. � CCEPTANCE No.: 00 -1212& Approval pate: Pebrunry 1 ,2001 Expiration Date: Fe ruary j. 20tH " clay rooting tile, manufactured by otice of Acceptance, designed to ion for Miami -Dade County. For mined by applicable building code, ulations in compliance with RAS 127 tions shall be done as a moment based Product Description PA 112 OM piece high profile clay roof tile egWipped with two nail holes. For nail -nn, mortar set and adhesive set applications. PA 112 Accessory trim. clay roof pieces for use at rakes, ridge% and valley terminations. Miufaetured for each tilt profile. ;RED BY OTHERS � 1 Product ��riptinn tainless Steel Firs classification is not part of this acceptance For mortar or adhesive set tile applications, a sat tic field uplift test shall be performed in 2 1 Manufacturer generic i - Dade County Certified Laboratory to 12 a. • hall be te a• -.!� uloaga, RRC Roofing Product Control Examiner Tile Profile - ). (ft Batten ApeIlea on (f Direct Deck Santate 'S 0.274 0.297 1 Tile Profile Table 2: Restorin. Moments due to ravit - M. tt -lb Tile Profile 2":12" Santafe 'S• ":12" 6":12" • 7":12" or •reater Battens Direct t Deck Battens '• Direct Deck Battens Direct Deck ea ens Direct ! Deck Battens Direct :attens erect Deck Cec. Santate 'S' 1 5.93 i 5.90 5.85 , 6 5.73 5.69 5, • 1 5.53 5.32 L5.29 1 5.03 \r,i Approved screws as noted 'Product manufactured by others', I ----- _ I F Table 4: Attachment Resistance Express40 as a Moment - M (ft -lb>7 for Mortar or Adhesive Se t Systems Tile Profile Tile • I Application , t • Attachment Resistance Santafe 'S• Mortar Set 23.8 Adhesive Set , 81.9 • i I 3 40 . _ fr- --4°* rank Zuloaga. R.RC Roofing Product Control Examiner + 1 ro Ii SANTAt'E TIV CO RPORATION, 3.5 30/90 hot mopped underlayment applications slope unless stated otherwise by the underla literature. 3. This acceptance is for wood deck applications. compliance with applicable building code. 4. INSTALLATION 4.1. I Santafc'S' and its components shall be installed County Roofing Application Standard RAS 118 4.1.2 Data For Attachment Calculations Tile Profile Santate S Table 1: Aerodynamic Multi Table 3: Attachment Resistance Expresse as a Moment- Mf (ft -!bf) For Nail -On Syste Tile ! Two Nails l One Screw Application J I Direct Deck 21.8 29.16 Battens r n I / 4 CCEPTANCE No, : 00- 1212.06 y be installed perpendicular to the roof W ent material manufacturers published Minimum deck requirements shall be it strict compliance with Miami Dade RAS 119, and RAS 120. ers— Mft ) T,;v Screws One 5crcw 1 Two Sc-cws w/ Cli. w/ Cli. it 38,29 57. 57. 60 61 .77' F ROM SANTAFE TILE QORPORATIQN ACCEPTANCE No.: 00- 1212.06 5. LABELING 5.1 All tiles shall bear the imprint or iderttii ablc n4king of the manufacturer's name or Togo, or following statement: "Miami -Dade County Pr+ duct Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accornp rtied by copies of the following: 6.1,1 This Notices of Acceptance. 6.1.2 Any other documents required by the Build II g Official or applicable Building Code is order to properly evaluate the installation oti is system. PROFILE DRAWIN, 1 SA.NTAFt "SANTAFE S" CLAY ' OOT TILE 4 FRI) 4 13 2601 .:uo;31 ii I SANTAFE TILE CORPORATION Renewal of this Acceptance (approval) shall be considered after original submitted documentation, including test supporting eight (8) years. 2 Any and all approved products shall be permanently tabekd wi the following statement: 'Miami-Dade County Product Conuol specific conditions of this Acceptance. lfRl) 4 1'3 'L•)UI y:uciJi. ACCEPTANCE No. : _00- 1212 06 D ON renewal application has been filed and the engineering documents, art no older than the manufacturer's name, city, state, and pproved", or as specifically stated in the 3 Renewals of Acceptance will not be considered It: a) There his been a change in the South Florida Building C and the product is not in compliance with the Code change b) The pioduet is no longer the same product (identical) as c) if the Acceptance holder has not complied with all the req correct installation of the product; d) The engineer who originally prepared, signed and sealed thie required documentation initially submitted, is no longer practicing the engineering professaot. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall au:omaticslly be cause for termination of this Acceptance, nnleia prior written approval has been requested (through the filing of a revision application with appropriate fel and grantco by this o ?ice. t Any of the following shalt also be grounds for removal of this ; eeptartce: a) Unsatisfactory performance of this product or process; ; b) Misuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purposes. affecting the evaluation of this product one originally approved; cements of this acceptance, including the 6 The Notice of Acceptance number preceded by the words MiamDadc County, Florida. and followed by the expiration date may be displayed in advertising literature. Ilan!, portion or the Notice of Acceptance is cisplayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and otitbr documents, where it applies, shall be provided to the user by the rrtanufacturer or its distributors and 4tatl be available for inspection at the job site at all times. The copies need not be resealed by the enginor. 6 Failure to comply with any section of this Acceptance shall be ui taeior termination and removal of Acceptance, , • 9 This Acceptance contains pages t_thrrntgh 5 END OF THIS ACC><PTA Frank Zuloaga, RRC Roofing Product Control Examiner 04/21/03 MON 11:54 FAX 954 578 1042 I 'MIAMI •bADE This application for Product Approval has been Code and Product Review Committee to be used forth above • • APPROVED: 06/11/2001 • 9.s04500011pe20001kompVces4,odeO acceponca cover pa8gdoc Interne[ mail address: no c, mac /Ar(nl . POLYFOAM PRODUCTS, INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stucbncr Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 ' MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING NO WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONfl C1'oR LICENSING SEC11ON (305) 375.2527 MX (305) 375 -255s CONTRACTOR ENFORCEMIi N'r DIVISION (305) )75 -2066 MX 005)375-Mx PRODUCT CONTROL DIVISION (305) 375 -2002 PAX 003) 372 -6330 Your application for Notice of Acceptance (NOA) of Two Component Polyurcthenc Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO): under the conditions specified herein. This t4OA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or lnanuf4cturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,•or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails• to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Divisioi THIS IS THE COVPRSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CWIDIT[ON4 BUILDING CODE Si PRODUCT REVIEW COMMITTEE reviewed by the BCCO and approved by the Building in Miami -Dade County, Florida under the conditions set Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office IQ 002 .04/21/03 NON 11:54 FAX 954 578 1042 PotYfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 ROOFING ASSEMBLY APPROVAL C:lt- ceo Roofing Sub-C;ttc o : Roo Tile Adhesive :ate is s• Polyurethane 1. SCOPE 2, PRODUCT DESCRIPTION Manufactured by A scant Dimensions • Polypro ®AH160 N/A Foampro® RTF 1000 N/A ProPack ®30 & 100 N/A 2.2 Typical Physical Properties: P r......antth Tcv Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability POLYFOAM PRODUCTS,INC. This approves Polypro® AI as manufactured by Polyfuam Products, Inc. as. • described in Section 2 of this Notice ofAcce rice pta . . For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low; and high profile roof tiles system using • Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2.1 Components or products manufactured by others: Any Miami - Dade County Product Control Accepted RoofTilc Afsembly having a current NOA which list uplift resistance values with the use of Polypro AH r60 roof tilc • • • Test Specifications PA 101 Approval Date: .lunc l4, 2001 Expiration [.)ale: Mnw 10, 200b Results 1,6 Ibsift,' . I8 PS1.0arallel to rise 1 2 . PSI:Perpendicular to rise 28• P51 • Parallel to rise 0.08 Lbs./Ft2 ,3,1 Porto / Inch +0.07% Volume Change a -400 F.. 2 weeks +6.0% Volume Chan v Humidity. 2 weeks • Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner 000Z 04/21/03 MON 11:55 FAX 954 578 1042 . POLYFOAM PRODUCTS, INC. i l. • Polyfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented us typical average values is determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Assembly for fire rating. 3.2 Polypro® AU160 shall solely be used•with flat, 3.3 Minimum underlayments shall be in compliance Standard RAS 120. . Refer to the Prepared Roof Tile low, & high tile profiles. with the Roofing Application 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AID 160 roof tile adhesive with their file assemblies shall test in accordance with PA 101. • 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. r _ •F' 2 Ms 4. INSTALLATION 4.1 Polypro® AH160'may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® Al-! 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 4.3 Polypro® A1-1160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and I;'olyfoam Products, Inc. Polypro® AHI60 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1,0 (.1B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved 4.6 Polypro® A[1160 shall be applied with Foatnpro RTF1000 or ProPack® 30 & 100 dispensing equipment only. • 4.7 Polypro® All 160 shall not be exposed, permanently to sunk 3 Frank Zuloaga, RRC Product Control Examiner tJ 004 .04/21/03 MON 11:55 FAI 954 578 1042 Polyfoainn Products, inc. POLYFOAI( PRODUCTS, INC. I ;, • ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied 4dhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has bcen 4.9 Polypro® AH 160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Plat. Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail 111 #2 #3 Single Paddy Weight : Min. (grams) 35 1 /side on cap and 34 /pan 24 .'Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 5. LABELING MI Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6, BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. ' Prank Zuloaga, RRC Product Control Examiner tdj 005 .04/21/03 MON 11:55 FAX 954 578 1042 .!4iyfoan ni Li • n c. 5 POLYFOAM PRObUCTS , INC. • . .)ii " ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACENiENT DETAIL 1 SINGLE PATTY I) Plus laugh allaslal a adios 17 lo A Pik 1 4 1 v• kghlt atonbc, .1111 iho pp 1419 P ildt 3011r- T. eve, apAda dm" hug idhislon 112 la. To1 k. from 'Wilda bdge of Cory 1k ' bIlthiU& Frank Zuloaga, RRC Product Control Examincr 006 04/21/03 MON 11:56 FAX 954 578 1042 r . Po lyroam Productsdpc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • POLYFOAM PRODUCTS, INC. • ACCEPTANCE No. : 01-0521.02 6 Frank Zuloaga, RRC Product Control Exarnincr 14) 007 r .04/21/03 MON 11:56 FAX 954 578 1042 POLYFOAM PRODUCTS.INC. I Polvfonm Products, Inc. • ADHESIVE PLACEMENT DETAIL 3 Dount eArrY ACCEPTANCE No.: 01- 0521.02 1 0008 Nall through plastic cement Single paddy on top of hie Paddy (botwoon die) Paddy ( undor die) Single paddy on undar- layment e3 In. 4In. Single paddy on top of Isle Course Nall through plastic cement �in. >< J ln. Single pad on underla Single paddy on lop of Ule Eon Course 7 Single pay nder tile Single paddy between tile Eave Closure 26.171n. medium she paddy save course only Fascia Single paddy under die Single paddy between the 2k :7 in. mediw she paddy eve course only Prank Zuloaga, RRC Product Control Examiner Fssda Weephok Em closure Drip edge tt .04/21/03 MON 11:56 FAI 954 578 1042 POLYFOAM PRODUCTS, INC. Po yroarn Products. Inc. ACCEPTANCE No. : 01- 0521.02 ! Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents. are no older than eight (8) years. 2, Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not bc considered if a. There has been a change in the South Florida Building Code. affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. ff the Acceptance holder has not complied with all the rt.•quirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession, 4. Any revision or change in the materials, ..4se, and/or manufacture of the product or process shall automatically be cause .for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision' application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory perforniancc of this product or process. b. Misuse of this Acceptance as an cndorscntcltt of any product, for sales, advertising or any other purposes. 6. The Notice of Acccptancc preceded by the words Miarni -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety, 7. A copy of this Acceptance as well as approved drawings and other documents where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 8, END OF THIS ACCEPTANCE X. I'r u k Zuloaga, RItC Product Control Examiner I_1009 Test Location Uplift Pull Test Result Test Location Uplift Pull Test Result Test Uplift Pull Location Test Result Test Uplift Pull Location Test Result 1 n 26 51 76 2 27 52 77 3 28 _�_♦1) 6� . �� 53 ' AIM 78 79 j_ OM& 4 __ –� - 2 '_�► 1 _� r "����� -' 80 ts7 I la 81 j il____ �— 82 /mum L _L _ 1_ 1 1 3 3 - 34 �� 35 5 i iI�I _ 1 1 ME 8 51 -1 60 —4 — n IC': V 6 � 7 MW 61 IVI —1: _ 62 � _ —E 7 _�� "2 l �._i�� Elk �� • � �_63 /M W_) W _ w�A 1�WM ` EIM 90 —� II 14 �_ _� . 15 40 __j 66 91 16 41 17 42 \ 67 92 18 43 68 93 19 44 69 94 20 45 70 95 I 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 NV 50 75 100 < IWA DuQuesne Associates, Inc. Consulting Engineers Environmental / Structural / Civil / Forensic' Testing Laboratory Building Inspection Services ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH FLORIDA BUILDING CODE PROTOCOL TAS -106 Owner's Name: 1 e �Q Permit #: 0#Y 5 � g /U C� Job Address: 66 . zi fa n1 I Roofing Contractor : T - rte tin r A r ximate S uare Foota e of o f: ft Type of Tile: —,0 �; _ S� I Date Tested: // 02 C PP o q / � Date Installed : /V 7 d Approximate Roof Height: 0 feet Required Testing Force: 35 lbs ± 5 lbs. IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS -I06, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST THIS REPORT SUBMITTED BY: .1l uesne, P.E. CI A n _ seer PE # 4513 DuQuesne & Associates, Inc. EB #0005245 Lab Certification #01- 0206.11 SITE SPECIFIC INFORMATION TEST RESULTS Testing Equipment: Chatillon DFIS 100 This TAS -106 has been performed in accordance with the requirements of Miami -Dade County, with no deviations. This form is not valid unless Company initials appear in color. UTR #- 19137 7815 Coral Way, Suite #109 Miami, Florida 33155 Tel (305) 264 -1425 / Fax (305) 264 -1426 / E -Mail JDuquesne,c AOL.com SKETCH OF ROOF - 373 fry y 87. Pao LA.i SHEET HD. 'Z Of 2 CALCULATED BY 7. DATE / / — e, Z - • CHECKED SY DATE SCALE joB 1111■■ ■ ■■■■■■• - ■1111■U■eUw 11__111111■■■ ■11■11►'Ir 1U11■■1111■■■ Millnigirall I 111 11a•SW11vL III ■11U U irn1111r &ii1111s11ri11■ = raitIONC.II►z. s:rn■ 60,211111M/111111111121111•Lieda Mil 1111=11111115:111111•112•111111E KM LVAIMIIIIIMIIIIIMEMIIIIIIIE WA ■W ) ■I l ■1111/77■/r11■U MIPIIMIUMMIZOWSKAIMMIll ■ ■ ■ -1111 11111111111•1111 111101•1111111111111 ■111111■ ■■ I ■ ■■■■■■ 111UU11■U■ IIMMPSEMI milaratasa m...L. ■■ ■■■1111■■■11■■ 111111111111■111 ■■■■■■■■■■■■■■1111111•■■• ■■■■■■■■■■■■■ Mb:'JCI %I ■IMI III ■11r _ UUU•U■• ■11■i■11■r11■— ■■■■1111■ 111111111•1111111 1111111111111111• ■IMI • ■■1111r11■•■•■■ EMI •■■■11■■_11■■■11■■ MUM ■■■■■■■■■■■■■■■1111 NOTES Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Correction MIAMI SHORES VILLAGE S5 BUILDING . EPA•RTMENT I. 305- 795 -2204 Building Inspection Request 35v&. 9V >/. (36.4 '45 ///W I Re- Insp'n Fee Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re-Insp'n Fee MIAMI SHORES VILLAGE 0 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request • ivo,goo 337 VI ail 3 g Date X Type Insp Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request For Inspector• Approvei'Q Correction Re-Insp'n Fee ❑ '1 7 Time /06g, /-ciu a\fkro i A04 _4.14A.1 / r(4 l • MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat Type Insp'n Permit No. Name Address r Company For Inspector: Ot 13 0/0 Approved /0/0 �0 Correction Time Name & Date Re -Ins ' Fee A/0 olr 4 ,. , ` 601 - 2_ 0 a- 1 3S MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n Permit No. Date ' i W'Cc 5P 04 X338 Name PerC)HCI Address i )J 8 1\1., G4 s-1- Company Ca w 9041 C i 1 Phone # Inspection Date 1U I Iq Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE\ BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date r ( a Type Insp'n al 1--edp. Permit No. rb oLt - 1 3 Name Pella tG Address ,Js M 9(4,54 Compan P'C rdo Pcdurr7 Phone # Inspection Date 10 Approved Correction Re- Insp'n Fee 7.0 _ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. N Addres Company Phone # For Inspecctor: Approved C Re- Insp'n Fee Time