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ROOFING
Trade Names of Products Manufactured by Applicant: Ruberoid® 20 (FR) Ruberoid® 30 (FR) Ruberoid® Torch Granule Ruberoid® Mop Granule Acceptance Number: 93- 1130 Approved: DEC 1 3 1993 Expires: 1 3 1996 Ruberoid® 20 (FR) is the bottom ply of a two ply system also consisting of Ruberoid® 30 (FR) as the top ply. Ruberoid® 20 FR is a fire retardant polymer SBS modified bitumen. Ruberoid® 20 (FR) shall be used for flashing applications only.Roll weight: 95 lbs.; Dimensions: 39.4" x 45.5'; Roll size: 150 ft. Ruberoid® 30 (FR) is the top ply of a two ply system also consisting of Ruberoid® 20 (FR) as the bottom ply. Ruberoid® 30 (FR) is a fire retardant polymer SBS modified bitumen and surfaced with granules. Ruberoid® 30 (FR) shall be used for flashing applications only. Roll weight: 92 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Ruberoid® Torch Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Granule is surfaced with mineral granules and applied by torch. Ruberoid® Torch Granule shall be used for flashing applications only. Roll weight: 102 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Ruberoid® Mop Granule is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Granule is surfaced with mineral granules and applied in hot asphalt. Ruberoid® Mop Granule shall be used for flashing applications only. Roll weight: 103 lbs.; Trade Names of Products Manufactured by Applicant: Gafglas® Stratavent Perforated GAF Weather Coat® Emulsion GAF Fibered Aluminum Coating GAF JetblakTm Flashtite® Cement Acceptance Number: . 93 —1130 . 05 Approved: DEC 1 3 1993 Expires: [DEC 1 3 196 Dimensions: 39.4" x 30.5'; Roll size.. 100 11. Gafglas® Stratavent Perforated is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gafglas® Stratavent Perforated is surfaced with granules. Gafglas® Stratavent Perforated has 5/8" diameter perforations cut 3" o.c. and is for use over nailable decks. Gafglas® Stratavent.Perforated shall be used for flashing applications only. Roll weight: 60 lbs; Dimensions: 36' x 3'. GAF Weather Coat® Emulsion is a surface coating for smooth- suraced roofs. Coverage: 2.5 gallons/square.; Packing: 5 gallon pails. GAF Weather Coat® Emulsion shall be used for flashing applications only. GAF Fibered Aluminum Coating is used to protect smooth - surfaced composition roofs,metal, and masonry. Coverage: 2 gallons/square; Packing: 1 and 5 gallon pails. GAF Fibered Aluminum Coating shall be used for flashing applications only. GAF JetblakTm Flashtite® Cement is used for flashing and eave construction. Coverage: 75 lbs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums GAF JetblakTm Flashtite® Cement shall be used for flashing applications only. Trade Names of Products Manufactured by Applicant: GAF Plastic Cement GAF JetblakT"' All- Weather Plastic Cement GAF Asphalt/Concrete Primer GAF Mineral Shield® Granules GAF Gaftite Roof Insulation Fasteners Vent Stacks (metal and Acceptance Number: 9 3 —113 0.0 5 Approved: [DEC 1 3 1993 Expires: tOEC 1 3 1996 GAF Plastic Cement is used for installing flashing material. Coverage: 75 lbs. /square; Packing: 1 and 5 gallon pails, 53 gallon drums. GAF Plastic Cement shall be used for flashing applications only. GAF JetblakT"' All- Weather Plastic Cement is used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/14 ft.'; Packing: 1 and 5 gallon pails. GAF JetblakT" All- Weather Plastic Cement shall be used for flashing applications only. GAF Asphalt/Concrete Primer used to promote adhesion of asphalt in built -up roofing. Coverage: 1 -2 gallons/square; Packing: 5 gallon pails, 53 gallon drums. GAF Asphalt/Concrete Primer shall be used for flashing applications only. Granules for surfacing of exposed asphalt, cold process or emulsion. Packing: 601b. bags. GAF Mineral Shield® Granules shall be used for flashing applications only. Various fasteners for use over steel, heavy steel, plywood, structural concrete, cementitious wood fiber, gypsum, and lightweight concrete decks. GAF Gaftite Roof Insulation Fasteners shall be used for flashing applications only. • GAF Vent Stacks are one way valve .0 Trade Names of Products Manufactured by Applicant: plastic) Acceptance Number: 9 3 —113 0.0 5 Approved: IDEC 1 3 1993 Expires: IDEC 1 3 1996 systems used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. GAF Vent Stacks shall be used for flashing applications only. Gil Diamond, P System Number Deck Deck description For steel decks less than 22 ga. but not less than 26 ga. TPR fastener and Olympic 3" round or SFS type 'S' stress plate may be utilized at a density of 1:2 ft.'. Field fastener testing is required on all re -roof projects to confirm a minimum withdrawal resistance of 400 lbs.. Systems installed over steel deck less than 22 ga. require written approval from GAF Technical Department. Vapor Retarder (Optional) (Optional) Insulation a.. (sin) Steel/Wood 18 - 22 ga. steel deck, wood plank or min. 5/8" plywood. New construction and reroofing. (Steel decks only) Any Factory Mutual approved vapor retarder with proprietary or approved adhesive or such other vapor retarder system designed by the architect or design engineer. The vapor retarder forms part of the roof assembly for fire classification. See Factory Mutual Approval Guide for listings. First ply shall not be bonded to wood decks. A red rosin sheet may be applied below the base sheet over wood and plywood decks. (Optional for wood decks only) Wood fiber, fiberglass; perlite; polyisocyanurate; perlite/isocyanurate composite; basalt rockwool, or gypsum board: Insulation shall be either bonded to a nailed base sheet (see base sheet nailing pattern) in a full mopping of ASTM D -312, type III or type IV hot asphalt or mechanically attached with a Factory Mutual approved fastening assembly listed with the insulation panel. (See Approved Insulations and Fastening Patterns List). Moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. Prior to application, all existing roof surfaces used as a bonding substrate shall 32 Acceptance Number: 93- 1130.04 Approved: [ DEC 1 3 1993 Expires: DEC 1 3 1996 Gil Diamond, P. Acceptance Number: 93- 1130.04 Approved: ' DEC 1 3 1993 Expires: DEC 1 3 1996 be tested for uplift resistance in compliance with ASTM E -907 to the calculated design velocity pressure of the roof deck. Existing roof surfaces and dissimilar materials must be fully primed with ASTM D-41 primer and allowed to dry. If insulation board is bonded to the existing roof or to a base sheet no one dimension should be greater than 4 ft. If more than one insulation layer is applied, the top layer may be mechanically attached or bonded in a full mopping of ASTM D -312, type III or type IV asphalt. Note: No insulation panels shall be bonded to an existing built up roof with a gravel surface without full removal of the loose gravel, priming of the surface with ASTM D-41 primer, and a flood coat of asphalt, prior to mopping of the insulation with bonding asphalt. Refer to GAF published application considerations for insulation application and to attachment requirements published in the current Factory Mutual Approval Guide. Basesheet Option #1: One ply of Gafglas #75, Gafglas Stratavent (non perforated), Gafgas Ply 4, Gafglas Ply 6, Ruberoid 20 or Ruberoid 20 FR mechanically attached to the wood deck with approved nails and tin caps 9" o.c. at the laps and 18" o.c. staggered in two rows in the field, or over an insulation substrate with insulation fastener and plate assemblies 18" o.c. at the laps and 36" o.c. staggered in two rows in the field. (See Comments and Limitations #6 and #7) Option #2: One ply of Gafglas #75, Gafglas Ply 4, Gafglas Ply 6, Gafglas non - perforated Stratavent, Ruberoid 20 or Ruberoid 20 FR bonded to an insulated substrate attached with Factory Mutual approved fastening assemblies in compliance with FM class 1 -90 windstorm classification requirements, in a solid mopping or mopped in ribbons maintaining 50% adhesion, using type III or type IV hot asphalt at a 33 Gil Diamond, P. Flysheet Membrane Surfacing rate of 25 lbs. per square ±20% or Gafglas perforated Stratavent applied dry to the insulated substrate and mopped over with a full mopping of type III or type IV asphalt over which an interply of Ply 4 or Ply 6 shall be applied. (See Comments and Limitations #8 and #9) (Optional) Mop one or two plys of Gafglas Ply 4, Gafglas Ply 6, Ruberoid 20 (FR), or Ruberoid Mop in ASTM D -312 type III or IV at a rate of 25 pounds per square t 20% Mop one of the following membranes in a solid mopping of ASTM D -312, type III or IV asphalt at a rate of 25 pounds per square f 20 %: Ruberoid Mop Ruberoid Mop Plus Ruberoid Mop FR Ruberoid 30 Ruberoid 30 FR The base sheet and the cap sheet shall maintain a minimum stagger of 12 inches for all laps. (See GAF application instructions) Option #1: Apply not less than 400 pounds per square of ASTM D -1863 aggregate or 300 per square of slag in a pour coat of an ASTM D -312 type III or type IV asphalt. Comply with GAF slope requirements for slope and type of asphalt. Gravel surfacing shall be completed as soon as practical but the membrane shall not remain exposed for more than 30 days. Option #2: Apply one of the following roof coatings at the specified rate: 3 Acceptance Number: 93- 1130.04 Approved: .DEC 1 3 1993 Expires: DEC 13 1996 roof coating rate GAF WEATHER COAT Emulsion 3 galsisq. GAF Grundy Fibered Aluminum Coating 1'A galsisq. Karnak No. 97 11/2-3 galsisq. Gil Diamond, P. Comment and Limitations Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: DEC 1 3 1996 Karnak No. 169 Grundy Industries 20 F Emulsion Grundy AL MB Aluminum Roof Coating Note slope limitations and membrane aging requirements published by GAF. Flashings Refer to GAF application instructions for flashing specifications. Fastening Install all plies of Gafglas Felts used in conjunction with all Ruberoid membranes vertically on slopes of 1 inch per foot or more and backnail them into wood nailers or nailable decks approximately 4 inches from the back edge of the sheet. All end laps must be at wood nailers, and the top edge must nailed into the wood nailer on 6" centers. Use approved roofing nails and tin caps. The Ruberoid membranes shall be terminated at nailers as dictated above. For non - insulated wood decks, terminate and nail the end of Ruberoid membrane on the same nailer spacings indicated above. The membrane must then be nailed off on 6" centers, 2" from the top of the membrane, into the nailer or wood deck using nails with integral metal heads at least 1" round or square. The overlapping membrane must extend at least 6" past the center line of these nails. See Approved Insulation and Fastening Pattern list attached. 1. Maximum slope shall be 6 ":12 ". (Any application over 1 ":12 ", shall require backnailing of all plies 4" in from the back edge of the felts into wood nailers.) 2. An overlay insulation panel is required on all applications over closed cell insulations (See Insulation List). 3. All perimeter nailer and metal profile design shall conform with Factory Mutual Loss Prevention Data Sheet 1-49. 4. All asphalt shall comply with ASTM D -312 requirements. 5. Bonding to dissimilar surfaces (other than insulation facers and asphalt saturated membranes) should be be preceded by an application of ASTM D-41 primer for asphalt applications and allowed to fully dry Gil Diamond, P.E. 11/2-3 gals. /sq. 3 gals. /sq. 1 -2 gals. /sq. 6. This roof system assembly, when applied over a steel deck and mechanically attached at 18" in the lap and two rows at 36" in the w ' Acceptance Number: 93- 1130.04 Approved: DEC 1 3 1993 Expires: AC 1 3 1995 field with min. 3" diameter FM approved fastener plates has been approved for use to a maximum field design velocity pressure of -45 PsE 7. This roof system assembly, when applied over a wood plank deck with an ASTM D -2626 or D-4601 base sheet mechanically attached at 9" in the lap and two rows at 18" in the field with min. 12 ga. annular ring shank nails and min. 1 5/8" tin caps has been approved for use to a maximum field design velocity pressure of -45 psf. 8. This roof system assembly, when bonded to an insulation substrate has been approved for use to a maximum field design velocity pressure of -45 psf. 9. This roof assembly, when applied over a perforated Stratavent base sheet in an intermittent mopping of asphalt is approved for use over a non nailable or insulated substrate to a.ntaxiium design velocity pressure of -30 psf. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with the Factory Mutual Loss Prevention Data sheets 1 -28 and 1 -28S. 11. The chosen assembly must comply with the fire resistance requirements of Sections 3401.5 and 3401.6 of the South Florida Building Code. Refer to fire 'classification ratings' in the Underwriters Laboratories Current Directory. 12. Any amendments to these provisions shall be in compliance with Section 203 and 204 of the South Florida Building Code. 13. Refer to GAF specifications for appropriate flashing materials. 14. Refer to one of the following GAF specifications for this application:- I- 1 -1 -MG, I -1 -1 -MSC, I -2 -1 -MGP, I- 2- 1- MGPFR, I -3 -1 -MGP, I -3 -1- MGPFR, I -0-2 -MGP, I -0-2- MGPFR, I -1 -2 -MGP, I- 1- 2- MGPFR, I -0-2- 20/30, I -0- 2- 20/30FR, I -1 -2- 20/30, I- 1- 2- 20/30FR, I- 1- 2- 20/MG, I- 1- 2- 20/MGP, I- 1- 2- 20/MGPFR, N- 1 -1 -MG, N -1 -1 -MSC, N -1 -2- 20/30, and N- 1- 2- 20/30FR. 15. A withdrawal resistance test shall be carried out on all reroof and recover projects to confirm deck integrity. 16. Walkways may be fabricated from one ply of Ruberoid Mop Plus or Torch Plus (Granule) fully bonded to the top membrane ply. 3 4 Gil Diamond, P.E. Date Legal Description Master Permit itJ7544V n� Phone C QA..Q(.c.t Address ( 7325 /Qc .i.e,(1_ Qualifier gainto LD t ; wk(JL SS# Phone 7J 7 / 2, er's Address 3 `-/ /l), E Contracting Co. State 1k PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / Lessee / Tenant ()ID- P u Municipal # Competency # /g366 Ins.Co. /.SEC `Y Cay c 7 Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PL ;I G MECHANICAL 'OOFI 'AVING FENCE SIGN WORK DESCRIPTION Square Ft. (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 authorize the above -named contractor to do the work stated. of r and /or Condo President Da President FICIAL OTARY SEAL T SANDRA D OBENOUR NOTARY PUBLIC STATE OF FT COMMISSION NO. CC%:; : 27 ** * *MYCOyQA t�h t7I� _it * FEES: PERMIT ' RADON C.C.F. APPROVED: My Commission Ex " 9paialt Fire Buildin Mechanical Plumbing_ Zoning 3517 NE q J/ (- Z2vc-C',U Tax Folio P " Estimated Cost(value) c) o . ' 7 . * / Cim r� (' of Contractor or Owner- Builder Date: Notary as to Contractor or Owner- Builder My Commi : _- -. j - •. • ARY SEAL SANDRA D OBENOUR NOTARY PUBLIC STATE OF FLORIDA * * COMMISSION *0. CC2&*J2 * ** MY COMMISSION EXP. MAR. 12 1997 NOTARY TOTAL DUE Aj/ Other Electrical Engineering k i(ic/0 7i' H/‘ 3 -1 7/ 71-74 377z/1---ffrA' xto 57p 7SY--.52 '5 a- 32 f 3/ "7 ) ' 3 METRO-DADE GAF Building Products Corporation (BUR) 1361 Alps Road Wayne, NJ 07470 ACCEPTANCE No: 93- 1130.05 EXPIRES: :DEC 1 3 1996 APPROVED: DEC 1 3 1993 PRODUCT CONTROL NOTICE OF ACCEPTANCE Your application for Product Approval of GAF Built -Up Roofing Systems under Chapter 8 of Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by GAF Building Materials Corporation, Factory Mutual Reasearch Corporation, and Underwriters Laboratories, Inc., has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the Specific Conditions set forth in pages 2 et s - . . and in the Standard Conditions detailed on page 3. * *PLEASE NOTE ** THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 Gil Diamond, P.E. Product Control Division Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger Building Code Compliance Department Metropolitan Dade County Manufacturer: METRO -DADE BUILDING CODE COMPLIANCE PRODUCT APPROVAL SECTION ROOF SYSTEM APPROVAL GAF Building Materials Corporation (BUR) 1361 Alps Road Wayne, NJ 07470 Product Control No.: System: Membrane Roofing System Subsystem: BUR Type: Built up Roofing System Roofing System Type: Asphalt Contact: Trade Names of Products Manufactured by Applicant: Gafglas® Ply 6 Gafglas® Ply 4 Gafglas Stratavent® William J. Woodring Director of Technical Services (201) 628 -3000 R Acceptance Number: 9 3-1 1 3 0.0 5 Approved: DEC 1 3 1993 Expires: DEC 1 3 1996 Gafglas® Ply 6® is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 52 lbs.; Dimensions: 3' x 180' Gafglas® Ply 4 is an asphalt coated roofing felt with a glass fiber mat. Roll weight: 44 lbs.; Dimensions: 3' x 180'. Gafglas Stratavent® is an asphalt coated base sheet with a glass fiber mat. The bottom side of Gallas Stratavent is surfaced with granules. Roll weight: 69 lbs.; Dimensions: 3' x 36'. Trade Names of Products Manufactured by Applicant: Gafglas® #75 Gafglas® Mineral Surfaced Cap Sheet • Gafglas® Flashing Ruberoid® Torch Plus Ruberoid® Torch FR Ruberoid® Torch Smooth Acceptance Number: 9 3 —113 0.0 5 Approvedh C 1 3 3 1 � 96 193 Expires: U Gafglas® #75 is an asphalt coated base sheet with a glass fiber mat. Roll weight: 75 lbs.; Dimensions: 3' x 108'. Gafglas® Mineral Surfaced Cap Sheet is an asphalt coated glass fiber mat cap sheet surfaced with mineral granules that is in compliance with ASTM D -249. Roll weight: 76 lbs. ; Dimensions: 3' x 108'. Gafglas® Flashing is an asphalt coated glass fiber mat flashing sheet available in three sizes. Roll weight: 25 lbs., 38 lbs., 76 lbs.; Dimensions: 1' x 72', 11/2' x 72', 3' x 72'. Ruberoid® Torch Plus is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Plus is surfaced with granules and applied by torch. Ruberoid® Torch Plus shall be used for flashing applications only. Roll Weight: 93 lbs.; Dimensions: 39.4" x 22.7'; Roll Size: 75 ft. Ruberoid® Torch FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch FR is surfaced with mineral granules and applied by torch. Ruberoid® Torch FR shall be used for flashing applications only. Roll weight: 90 lbs.; Dimensions: 39.4" x 22.8'; Roll Size: 75 ft. Ruberoid® Torch Smooth is a modified Acceptance Number: 93- 1130.05 Approved: DEC 1 3 1993 Expires: iOEC 1 3 1996 bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Torch Smooth is smooth surfaced and applied by torch. Ruberoid® Torch Smooth shall be used for flashing applications only. Roll weight: 87 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft. Ruberoid® Mop Plus is a 'Heavy Duty' modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Plus is surfaced with granules and applied in hot asphalt. Ruberoid® Mop Plus shall be used for flashing applications only. Roll weight: 98 lbs.; Dimensions: 39.4" x 30.5'; Roll Size: 75 ft. Ruberoid® Mop FR is a fire retarding modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop FR is surfaced with mineral granules and applied in hot asphalt. Ruberoid® Mop FR shall be used for flashing applications only. Roll weight: 110 lbs.; Dimensions: 39.4" x 22.8'; Roll Size: 75 ft. Ruberoid® Mop Smooth is a modified bitumen membrane with a polymer asphalt coated polyester mat. Ruberoid® Mop Smooth is smooth surfaced and applied in hot asphalt Ruberoid® Mop Smooth shall be used for flashing applications only. Roll weight: 88 lbs.; Dimensions: 39.4" x 30.5'; Roll size: 100 ft.2. 01/13/99 12:11 MEDITERRANEAN ROOF TILE -; 3058999490 NO.209 010 03/09/98 MON 16:12 FAX 581 338 5391 MONIER LIFETILE ® 010 Page 10 of 13 Product Control No.: 96- 0528.06 SYSTEM LIMITATIONS _ (CONTrNUED) 9. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Monier Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be trade to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shalt be in compliance with Dade County Protocol PA 112, Appendix 'N. 11. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Frank Zutoaga Roofing Product Control Examiner 01/13/99 12:12 MEDITERRANEAN ROOF TILE i 3058999490 03/09/98 MON.16:12.FAX 581 338 5381 MONIER LIFETILE DATA FOR ATTACHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - (tt) from PA 108 Testin�� Tile ) (ft . (ff) Profile Batten A . lication Direct Deck A • lication Bermuda Flat Fiat Tile N/A 0.24 Tile Profile Monier Bermuda Flat Tile Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 101 Testing_ 3 ":12" or 4 ":12' S ":12" 6 " :12" less 5.20 5.12 5.01 Product Control No.: 96 0528.06 4.89 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf) from PA 101 Testing Tile Profile Monier Bermuda Flat Flat Tile Tile Attachment Application Resistance Mortar Set 39.00 Adhesive Set Page I I of 11 118.90 T" :12" or greater N/A rank Zuloaga Roofing Product Control Examiner NO. 209 011 Q011 01 /1./JJ 12:12 MEDITERRANEAN ROOF TILE 4 3058999490 NO.209 012 03/09/98 MON 18:12 FAX 581 338 5391 MONIER LIFETILE 0 012 1 " PROFILE DRAWING BERMUDA FLAT FLAY TILE Page 12 of 13 Product Control No.: 96- 0528.06 16 Frank Zuloaga Roofing Produce Control Examiner 01:13/99 12 :12 MEDITERRANEAN ROOF TILE -) 3058999490 03/09/98 MON 16:13 FAX 581 338 5391 MONIER LIFETI • Monier Root Tile 135 N.W. 20th St_ Boca Raton, FL. 33431 9 This Acceptance contains pages 1 through 13. END OF THIS ACCEPTANCE E STAND • t ! CONDIT' • Page 13 of 13 Product Control No.: 96- 05x.06 ACCEPTANCE NO.: 96- 0528.06 APPROVED : January 8.1998 EXPIRES : January 8.2001 NOTI • ., ACCEPT ' Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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: "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) 1f the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office_ 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. NO. 209 913 IA 013 utoaga Roofing Product Control Examiner 1 \1,, :i31 '111 r )'1 1 r 1 '., 1 y (,,.�„� I". < ' ACCEPTANCE NO.: 98- 0303.02 Renews: 96- 0402.02 EXPIRES: 04/16/01 APPROVED: 04/16/98 Intornet mail address: po stmaster @buildingcodeonline.com kte ')r.'1 X17 1 1(57 1' . (17 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 331 30 -1 563 (305) 375 -2901 FAX (305) 315 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, 'TX. 77383 Your application for Product Approval of: Polyfoam Products "Polvpro All -160" Roof Tile Adhesive under Chapter 8 of the Miami -Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Thc Center for Applied Engineering, Inc. and Miles Laboratories Polymers Division has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2-14 and the standard conditions on page 15. This approval shall not bc valid after the expiration date stated below. The Building Code Compliance Office 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, thc Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. Thc Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEF.T, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Miami -Dade County Building Code Compliance Office and approved by thc Building Code Committee to bc used in Dade County, Florida under the conditions set forth .above. Charles Danger, P.E. Director Building Code Compliance Dept. Miami -Dade County Homepege: http : / /www.bulldingcodeonllne.com A -30 -98 04:1OP Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONF,NT APPROVAL Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring. Texas 77383 -1132 Category: Roofing Component Sub - Category: Fastening/Adhesive Type: Roof Tile Adhesive Sub - 'hype: Two Component Polyurethane System Description Polyfoam Products, inc., produces two - component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayntent materials. Polypro® adhesive is applied with proprietary Foampro® RTFI000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTFI000 dispensing equipment. Alternative methods of dispensing will require a revision to this approval. Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products. Inc. Certificates and identification cards are issued to applicators upon successful completion of a application training program. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. Contact: Pat Murray P.O. Box 1132 Spring, Texas 77383-1132 I'honc: (713)350 -8888 Fax: (713)288 -6450 Page 2 of 15 954 475 -1462 P.03 Product Control No.: 98- 0303.02 Product Control No.: 98- 0303.02 Approval Date: April 16, 1998 Expiration Date: April 16, 2001 Frank Zuloaga, RRC Roofing Product Control f xaminer Apr- 30-98 04:11P Polyfoani Products Inc. Page 3 of 15 954 475 -1462 P.04 Product Control No.: 98- 0303.02 POLYFOAM PRODUCTS, INC. TRADE NAVIES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Specifications Dcscriotion Product Dimensions sp Two component Polypro® AH 160 N/A PA 101 polyurethane Foarnpro® RTE 1000 N/A See Detail Atutched Dispensing Equipment Frank Zuloaga, RRC Roofing Product Control Examiner Apr -3Q -96 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTIIERS Product Underlayment Roof Tile Test Criteria Product Description PA 120 All Dade County Component Approved All Dade products as detailed in Dade County County Application Standard PA 120 Approved Products PA 101 All Approved roof tile systems having All Dade tested in compliance with Dade County County Protocol PA 101, as detailed in the systems Approved section of this Component Approval Products Page 4 of 15 954 475 -1462 P.05 Product Control No.: 98- 0303.02 Manufacturer . Frank zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:11P Pulyfoam Products Inc- POLYFOAM PRODUCTS, INC. Page 5 of 15 954 475 -1462 P.06 Product Control No.: 98- 0303.02 TEST REPOR'T'S Test AKencY Test Identifier Test Name/Report Date Center for Applied #94 -060 Miami Dade Protocol 04/08/94 Engineering PA 101 Center for Applied 257818 -IPA Miami Dade Protocol 12/16/96 Engineering PA 101 Center for Applied 25- 7438 -3 SSTD I 1 -93 10/25/95 Engineering Center for Applied 25- 7438 -4 SSTD 1 1 -93 10/25/95 Engineering Center for Applied 25- 7438 -7 SSTD 11 -93 11/02/95 Engineering Center for Applied 25 -7492 SSTD 11-93 12/12/95 Engineering Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, 9637 -92 ASTM E 108 04/30/93 Inc. Southwest Research 01-6743-011 ASTM E 108 11/16/94 Institute Southwest Research 01- 6739- 062b[I] ASTM E 84 01/16/95 Institute Trinity Engineering 7050.02.96 -1 PA 114 03/14/96 Frank Zuloaga, RRC Roofing Product Control Examiner Apr- 3'0 -98 04:11P Polyfoan' Products Inc. • POLYFOAM PRODUCTS, INC. TYPICAL PHYSICAL PROPERTIES l'ry erty Test p Density ASTM D 1622 1.6 Ibs.!ft.' Compressive ASTM D 1621 1R PSI Parallel tr rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM U 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor ASTM E 96 3.1 l'erm / Inch Transmission Dimensional ASTM U 2126 +0.07% Volume Change @ -40 F., 2 Stability weeks +6.0% Volume Change q _ 1580F ., 100% Humidity, 2 weeks ASTM D 2856 86% Page 6 of 15 954 475 -1462 P.07 Product Control No.: 98 -0303. 2 Results Closed Cell Content Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Frank Zuloaga, RRC Roofing Product Control Examiner Apr-3p0-98 04:11P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. 954 475 -1462 P.O8 SYSTEMS Deck Type: Wood, Non - insulated. New Construction /Reroof Dcck Description: 15 /3," or greater, plywood or wood plank. SYSTEM A: Adhesive Set Application Slope Range: 2":12" to 7 ":12" Underlayrnent: Shall comply with Miami -Dade Roofing Application Standard PA 120 Roofing Tile: Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tilt assembly NOA. Comments: I. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 Product Control No.: 98-010.02 Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:12P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Roofing Tile: Comments: Page 8 of 15 954 475 -1462 P.09 Product Control No.: 98- 0303.02 SYSTEMS (CONTINUED) Deck Type: Concrete, New Construction /Rerouf Deck Description: Ncw construction SYSTEM B: Adhesive Set Application Stripe Range: 2 ":12" to 7 ":12" Underlaymcnt / Install Approved underlaymcnt system of one of the following: Waterproofing: Undcrlayment: (30/90 Hot Mop) fully adhered in a full mopping of ASTM D 312 type IV asphalt applied within the EVT range. Back nailing and laps shall be in compliance with Roofing Application Standard PA 120. Any liquid applied roofing system having a current NOA for its use as a tile undcrlayment system. Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Roofing Component Product Control Approval shall apply, as applicable. Frank Zuloaga, RRC Roofing Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Two -Piece Barrel 1 'S' Shaped x Double Roll #3 Flat t.:a Apr -30 -98 04:13P Pulyfoani Products Inc. 954 475 -1462 P.10 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 COMPONENT APPLICATION Polypro® Al -H60 tile adhesive shall only be applied over an undcrlayment installed in compliance with application instructions detailed in its NOA.. Underlayment may be any undcrtaymcnts or underlayment systems listed Miami -Dade County Roofing Application Standard 1'A 120. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" componcnt shall be maintained between 1.0- 1.15 (A) : 1.0 (R). The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of NOA. 4. Adhesive shall be dispensed in a 17 in' to 23 in' pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table 1, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 Frank Zuloaga, RKC Roofing Product Control Examiner Apr -30-98 04:13P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. Page 10 of 15 954 475 -1462 P.11 Product Control No.: 98- 0303.02 SYSTEM LIMITATIONS 2. Polypro® AH160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set tile applications, a field static uplift test by a Miami-Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106, shall be required not Tess than 72 hours after application to confirm tile adhesion. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Refer to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® AH 160 shall not be exposed permanently to sunlight. 8. Polypro® AHI60 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Polyfoam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Frank Zuloaga, RRC Roofing Product Control Examiner Apr -3O -98 04:14P Polyfoam Products Inc. POLYFOAM PRODUCTS, INC. l/ndrlo,nnm n 2) Torn canons op.M. drown. Plasm Adt.•.1.• Ur to 1" troy. rt. ..l•Id• .da. M ce.r 111.. 11..n In.tw/l 111.. 1)plmeo r soph .dho.l•• to maim. 17 to 23 .i. Inoh• In conl.ct with th. p.n taw. R.wom• lop Portion e1 the ••• csrws• tlla AMA le •.e.nd coarse of pen 111.•. [noes •••• word of yon rod o• .t 111•• at. time at •••• ems. P..• ol•.• (mortar •hown) PLACEMENT DETAILS w•.pl.•l Page 11 of 15 Nall 1hr.opb plwetic commol (wt.... r.pd.•1 b cod-) 0,41. -M b.!'• for Stomp p*•h application.. F ...4. •o•rd Placement Detail #1: Two -Piece Barrel Profile 954 475 -1462 P -12 Product Control No.: 98- 0)03.02 Optional p Amt., M 1..wpltodlael oleos d UL. Sheathing Frank Zuloaga, RRC Roofing Product Control I✓xarn incr Apr -30 -98 04:14P Po lyfoam Products Inc. ti POLYFOAM PRODUCTS, INC. N.II tht..vh pull. e..,.wt (wh.o rNrlr.d sy ..d.) uwd.rl.yw.nt PLACEMENT DETAILS (CONTINUED) Apply ....oh .dh..ir• to ..ht. . 17 1. 22 avow. Iw.hr M ...tr1 t llh IM E•.• de.,... carols Sorrel Placement Detail M2: 'S' Shaped Tile Profile Page 12 of 15 954 475 -1462 P.13 Product Control No.: 98- 0303.02 Drlp (dy. Frank Zuloaga, RRC Roofing Product Control Examiner Apr -30 -98 04:15P Polyfoa111 Products Inc ti POLYFOAM PRODUCTS, INC. 44.11 aNa..pM plrllc .,aw...4 (wham ...J.ad by ..d.) Uwd«I e•• Car.. PLACEMENT DETAILS (CONTINUED) *.,4y .war* .d►a.h• la rN.++ 17.23 ..p+r• IwcA.a 1• a..taa1 r1014 IA. U1a. e... •—► .ew..1.. .pp.e..sw..a/.y alp from w .apAalr. Placement Detail #3: Double Roll Profile Page 13 of 15 954 475 -1462 P.14 Product Control No.. 98- 0303.02 1.v. Cloar.. ral. Frank Zuloaga, RRC Roofing Product Control Examiner Apr - 30 - 98 04:15P Polyfoaln Products Inc. POLYFOAM PRODUCTS, INC. Mvll Ih...yh pl..11. cw....l (who . ••q•kr•d PLACEMENT DETAILS (CONTINUED) 1... Cow.. [r• o.w.. en I!. R..v .dh..l...pv°.1...41.y. 4" •p h... w..pb.l.r Placement Detail #4: Flat Profile Page 14 of 15 954 475 -1462 P.15 Product Control No.: 98- 0303.02 *owl, w..r/M .dh..i•. 1. .c hl... 17-23 .P+• Inch.. 1. e...t.Ot with Om 111.. [•. C I...r. fouls n uloaga, RRC Roofing Product Control Examiner Apr -30 - 98 04:15P Polyfoant Products Inc. :. • 954 475 -1462 P.16 POLYFOAM PRODUCTS, INC. Product Control No.: 98- 0303.02 Polyfourn Products, Inc. 2400 Spring- Stucbncr Road Spring, TX 77383 ACCEPTANCE NO 98- 0303.02 APPROVED : April 16, 1998 EXPIRES : April 16, 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including tcst supporting data, engineering documents, are no older than eight (8) years. 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes: b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of thc 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, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through thc tiling of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job sitc at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 15. F,ND OF THIS ACCEPTANCE Page 15 of 15 Frank %uloaga, RRC Roofing Product Control Examiner Ayr w. .tll.lams nut lam: WIApetoGYT [l. t X 3, Boor novo O X T A I L (Pmxj / 4)3 A. (A.TNAyw.le.:. Multeph ) Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No SLOPED SYSTEM DESCRIPTION tladortametxt j Z? t: T P �. tosslickat:r w /'► Forterwr type + op/taste /s 4- Cap: )leer C.'u$'sC: 1' 1 LE CALCULATIONS 'V 3 (Farat1 X a. (A..+rr..m. Muluplw)�_ ._ ) - •M ,11 _ Mr1 (T Z PCA y " (Pmoz2 :l 0 31 A (A4od►nrmtc Mvh.pls.r): _ ) - M ' M PCA � ) __ ) _ M ..6.2•_M V :1 pcA j/(5`i Page-2 ./ /) rYy''i .S. X2 Ali 40 f t•K 124 ;(d 4°71 c.�o. rA'+rd /•■ t ) • / 74 P1 S F " -S 4e S.14. set Drip edge: k 3 n R 2 6 4 : 4 1 ‘ 4 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance•Cover Sheet a) Specific Stem Descnpften b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Perron Application 4) Other Component Approvals 01 =13/99 12:08 MEDITERRANEAN ROOF TILE -> 3058999490 561 338 5391 A3 /0%1 /48 NON 18:07 FAX 581 338 5391 MONIER LIFETILE %aro. +t d1 PRODUCT C Monier Roof Tile 135 N.W. 20 St. Boca Raton, FL 33431 NO. 209 U01 METROPOLITAN DAOE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -OADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1803 MIAMI, FLORIDA 33130 -1$63 (305) 375-2901 FAX (30S) 375 -2908 RO _. NOTICE 0 ACCEP ANCE PR000CT CONTROL DIVISION 75 2902 FAX (305) 372 -6339 Your application for Product Approval of: Bermuda Flat Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redtand Technologies, The Coster for Applied Engineering, Lee. and Professional Service Industries, Inc.. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -12 and the standard conditions on page 13. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office 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, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product Or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96-0528.06 Reaews No.:94- 1221.08 EXPIRES: 01/08/01 Raul Rodriguez Product Control Supervisor THIS IS THE COV SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS DUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used int- •c County, Florida under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance.Dept• APPROVED: 01/08/98 1 Metropolitan Dade County Internet mail address: Dostreaster buildingcodeonline.com Komepage:'http / /www.0uildingeodsonsine.eem 11oo1 01/13/99 12:09 MEDITERRANEAN ROOF TILE i 3058999490 03 MON 16 :08 'FAX 581 338 5391 MONIER LIFETILE • ► — — —' PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: Monier Roof Tile Product Control No.: 96.0528.06 135 NW 20 St. Boca Raton, FL 33431 Approval bate: January 1998 Expiration Date: Jaouary 8, 2001 Category: Prepared Roofing Sub- Ca4teeory: Tile Tom: Mortar Set/Adhesive Set Sub -Type: Concrete System Description Monier Roof Tile is a member of the Redland Group, a world wide producer of primary building products and roof tile. Monier manufacturers concrete roof the for nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product_Control Approval relate to Monier s "Ber muda Flat" the profile. Refer to apormpjate Product Control Approvalsfor other tile_ gag. Monier sells tile systems through local distribution and directly to consumers. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as underlayment, ventilation systems and flashing systems are also available. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Monier's "Bermuda Flat" roof tilt has been tested in compliance with the South Florida Building Code requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for Mortier's "Bermuda Flat" mortar or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 3 of this approval. Contact: Reese H. Moody Technical Service Accessories Manager 135 N. W. 20 St. Boca Raton, FL 33431 (407)338 -8200 Page 2 of 13 Product Control No.: 96- 0528.06 Frank Zuloaga Roofing Product Control Examiner NO. 209 D02 1J002 01/13/99 12:09 MEDITERRANEAN ROOF TILE -; 3058999490 03/09/98 MON•16:09 -FAX 561 338 5391 MONIER LIFETILE • Product Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specifications Bermuda Flat Flat I s 15" PA 112 Tile w = 10 3 /8" 1'/." thick 1— varies PA 112 w = varies varying thickness Page 3 of 13 Product Control No 96- 0528.06 Product Description Flat, interlocking, extruded concrete roof tile equipped with two nails holes. For mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Frank Zuloaga Roofing Product Control Examiner NO. 209 903 Joao 01/13/99 12:09 MEDITERRANEAN ROOF TILE -, 3058999490 03/08/98 MON '18:09 FAX 581 338 5391 #30 Felt Product #43 Coated Base Sheet Mineral Surface Cap Sheet Rain 11 Ice and Water Shield TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A NIA N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22lbs/roll 30" x 75' roll 36 "x75'roll or 60 "x 75' roll 36" x 75' roll MONIER LIFETILE Test Sriecificatious ASTM D 226 type 11 Product Description Saturated organic felt to be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 Single ply, nail -on underlayment. PA 104 Single ply, nail -on underlayment with 2" self- adhering top edge. PA 103 Self- adhering underlayment for use as a. top ply ina two ply underlayment system w ith approved #30 or #43 as the base layer. Page 4 of 13 Product Control No.: 96- 0528.06 Manufacturer generic generic . generic Lcnzing Performance, Inc. PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94-0714.0I W.R. Grace Co. PCA #92-1116.01 Frank Zuloage Roofing Product Control Examiner NO. 209 904 Z004 01/13/99 12:10 MEDITERRANEAN ROOF TILE -> 3058999490 03/09/98 MON•18:09 581 338 5391 MONIER LIFETILE Product Mopping Asphalt Flashing Cement Asphalt Primer Roofing Nails Tin Caps Tile Nails Dimensions N/A N/A N/A min. 12 ga. with 3 /g" head min. 32 ga. min. 1 /g" o.d. max. 2" o.d. min. Sd x 2W or min. 10d x 3" Test Specifications ASTM D 312 type III or IV ASTM D 4586 ASTM D41 PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E Page 5 of 13 Product Control No: 96- 0528.06 Product Description Asphalt for bonding a mineral surface cap to a meth. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, clectro or mechanically gale. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw or smooth shank nails for additional the attachment at eave tile courses. Manufacturer generic generic generic generic generic generic Frank Zuloaga Roofing Product Control Examiner NO.209 D05 oos 01/13/99 12:10 MEDITERRANEAN ROOF TILE - 3058999490 03/09/$8 9tON'16:10'FAX 381 338 5391 MONIER LIFETILE Product Roof Tile Mortar ( "TiileTitc ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® AH 160) Valley Flashing Drip Edge Dimensions N/A N/A N/A N/A min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 123 PA 123 PA 123 PA 110 PA 111 Page 6 of 13 Product Control No.: 96- 0528.06 Product Description Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use in roof the Applications. ASTM A 525 Galvanized steel valley flashing Galvanized steel drip edge Manufacturer Bermuda Roof Company, Inc. PCA #94- 0614.01 Qu ikrete Construction Products ?CA P94.0808.01 W.R. Bonsai Co. PCA #94- 0628.03 Polyfoam Products, Inc. PCA# 94- 0401.01 generic generic Frank Zulouga Roofing Product Control Examiner NO.209 00G ICI 006 01/13/99 12:10 MEDITERRANEAN ROOF TILE -> 3058999490 NO.209 90? 03/09/98 MON 18:10 FAX 581 438 5391 MONIER LIFETILE Test Agency The Center for Applied Engineering. inc. The Center for Applied En igneeting. Inc. Redland Technologies Professional Scrviae Industries, Inc. TEST REPORTS Test Identifier 94 -084 94 -060A P0631 -01 224 -47099 Page 7 of 13 Product Control No_: 96- 0528 -06 Test Name/Report Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties PA 112 Date May 1994 March, 1994 July 1994 Sept, 1994 Frank Zuloaga Roofing Product Control Examiner 0007 01/13/99 12:10 MEDITERRANEAN ROOF TILE -> 3058999490 03/09/98 MON•16:10 FAX 561 338 5391 MONIER LIFETILE SYSTEMS Product Control No.: 96- 0528.06 Deck Type: Wood, Non - insulated Deck Description: New construction 19/32" or greater plywood of wood plink. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayntent: Install choke of approved undertayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. Sec System Limitation N6. Roofing Tile: Install tile in compliance with PA 120 using one of the approved mortars or -adhesives noted in this approval. Mortar or adhesive shall be `applied in compliance with the mortar manufactures Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 3, attached. Comments: 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tilt shall be. applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 /g" which is mechanically attached to the deck with not less than one roofing nail every 1 R For roof pitches from 6 ":12" to 7 ":12", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile.. Page 8of13 Frank Zuloaga Roofing Product Control Examiner NO.209 P08 ! 008 01/13/99 12:11 MEDITERRANEAN ROOF TILE 4 3058999490 NO.209 909 03/09/98 NON 18:11 FAX 561 338 5391 MONIER LIFETILE 0009 SYSTEM LIMITATIONS 1_ The standard minimum roof pitch for Monier "Bermuda Flat" mortar set or adhesive set tile applications is 2" rise in 12" run (2 ": l2 "). The maximum roof pitch for mortar set or adhesive set tile applications is 7" rise in 12" run (7 " :12 "). 2. Monier's "Bermuda Flat" tile profile has not been tested for nail -on applications, therefore, System A (Counter - Batten Nail - Application), System B (Direct Deck Nail -On Application) and System C (Horizontal Batten Nail - On Application) do not form part of this approval. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Mortar set or adhesive set tile shall be attached using an approved mortar or tile adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The method of Attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 4. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3/8" which is mechanically attached to the deck with not less than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. 5. For mortar set or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. if the application fails PA 106 testing, the report shall state which portion of the test was failed; Category! (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge/rake) tilt with approved tile adhesive. The installer shalt place an identifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 6. For mortar or adhesive het tle applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 7. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. ' 8_ The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a'Moment Based System' Page 9 of 13 Product Control No.: 96- 0528.06 uloaga Roofing Product Control Examiner Legal Description Historically Designated: Yes No X Owner/Lessee / Tenant/7/2- enanV%Q- l /pYgl / 4//1 Owner's Address 3,_r ,VI ci/g1--- Contracting Co. �L)Q• Qualifier /za1 State b F -5/14...,0 9 9 / Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBINGG MECHANIC 1 ROOFF 1 , • PAVING FENCE SIGN WORK DESCRIPTION L ' / ` 4. ' 1 .` � t i /Y& JS P /GC' G /1lAkeet) 4 ' 9`',8)7 '/ham ethL S Ft. /9 0� y A Estimated Cost (value) 1 2' 6 i ela 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. Si Notary My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address357 1W5 Tax Folio RADON Building "; bn ti: Brent Date 1/ a al Q / 01 'Wntliet.3 by it...aNiCe No. FiL.4 Date C.C.F. Master Permit # / 5X3,) Ph ne 3 / 77 `T 54 Address / L/ 31;1.5 SS# / Pho S 7 4V 76 . Competency # Address Address ,. No My NOTARY s to C ur ,, 2E. STATE OF FLORIDA COMMISSION NO. CC714103 WI COMMISSION EXP. MAR 1,2002 Ij 0 i ntrac1 r or ate Electrical BOND Ins. Co. TOTAL DUE Plumbing Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this N•tice of Commencement. 1. Legal descri ti of property and streeJ dr.7. 3 5 /2 .4s 2. Description of improvement: e e 7 / r 77406 i ie# ifr _ w- I_- it/e. Vi io% e,A1 147 4.169e .O 3. Owner(s) name and address: )11 A. .e2 . ,eJ 6 -0 3/ 2e Interest in property: Q !.v r1 Name and address of fee simple titleholder: �j -mot—' Name and address: Amount of bond $ P 4. C ntractor' name and address: 1 4 ' -►Y�' / 5. Surety:(Payment bond required by owner fr m contractor, if any) 6. Lender's name and address 7. Persons within the State of Florida designated by Owner upon whom notices or by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of This Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 0,4(124`, )11„,tg,,, Signature 01 Owner Print Owners Name Aivhoe m i es Sworn to and subscribes trefOce m pi5 ; -aft , 19 F ! . i ' ~ \!4,/ tC�°`.m E�'. E. fr ralt '',.1 Notary Public ::.�+ 4' Print Notary's Name tt P01gesuft Ito= 7 tt My Commission Expires: tr i o "' fa /, S-ATE OF 17 Ofw't,T1, COUNTY OF DAD the Wes: Erilfy thot ,his .s r'' /7 l &)1 Address: � 1 - - Airr 44441 er documents may be served as provided Prepared 52 c53 APPENDIX "F" REQUIRED Ol\'i`tERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility u: LIIC roofing contractor to provide the o..' wit(i the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of thc South Florida Building Codc (SFBC) govern all the minimum. requirements and standards of the industry for roofing system installations. Additionally. the following g 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. y 1. Aesthetics-Workmanship: The %vorkmansltip provisions of Chapter 34 are For the purpose of p roviding that the roofing system meets the wind resistance and «•ater intrusion perform :.'ncc 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 a between the owner and the contractor. 2. Renniling Wood D'ce s: When replacing roofing. thc existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 oldie SFBC. (The roof deck is usually concealed_prioi to oving the existing roof system) 3. Common Roofs: Common root's are those %%Bich have no visible delineation between neighboring units (i.e. townhouses, condominiums, eta.). In buildings with common rook. the roofing contractor and /or owt,er should notify the occupants of adjacent units of roofing work to be performed. q. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof deckin, can bc ‘'ittwed from below. The owner may wish to maintain, the architectural appearance, therefore, roofing, nail penetrations of the underside of the deckine. ma \ not be acceptable. The SFBC provides the option of maintaining (hid appearance. _ 3. Ponding Water: The current roof system and/or deck of the tbuildin, may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. ['ending can be an indication of structural distress and tna require the review• of a profes ion l structural en;in_er. Pondin may shorten the life _tre._ Y r q expectancy and performance of the ncv: roofing system. Fo:.dinr, co;iditions may not be evident until the original ro fin system is removed. Ponding conditions should be corrected. P 1 ) 6. Overflow Scuppers (wall outlets): It is required that rainwater flog': off so that the roof is ot from a build up of water. Pe rimeter /cdec walls or other roof extensions may block this discharge overloaded fro p � � overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance will Chapter 23 of the S F EC. P 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 bc reduced. It • be beneficial to consider additional venting «'LICIT can result in extending the service life of the roof. S. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Cl,wC�vv� Ovncr's /Agent's Signature ,�,� G � Vatc Contractor's Name: ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof r e- roofing ❑ Recoverin E] Repair ❑ M intenance �5QPe's) . Flat Roof Area (ft2) ` Sloped Roof Area (ft Are' Total (ft /l!/t/ Master Permit No. Exposure category (per ASCE 7 -88): C_ Building Classification category (per ASCE 7 -88 table 1): Z Ft. A v Ft. A ,- l lam 20.f - r• 1 Deck type: ATTACHMENT 123.01-78 9/96 Faste r Type: / Field: Perimeter: Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: ‘. ifi Q7 ` ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING 4 - 5 E . Page -1 ROOF PLAN c•1•V•1•1 E•N•G•I•N•E•E•R Unzueta Roofing Miami, Florida Project: Dear Sirs; LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 December 14, 2004 TILE UPLIFT TEST Residential Home 354 Northeast 91 Street Miami Shores, Florida Information provided by client: Permit Number: BP2004 -1458 Date Completion: December 02, 2004 Roofing Contractor: Unzueta Roofing LG Engineering Services, Inc. Project Number: LC04 -3182 (Testing Laboratory Certificate #00- 0224.07) In accordance with your request and authorization, a representative ofLG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Santa Maria Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. ased on ourtest =results; we conclu th meets-! ,th test requirement.out ortlfor _y our review LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. amad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 354 Northeast 91 Street Miami Shores, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of ,TILE UPLIFT TEST for Residential Home 354 Northeast 91 Street Miami Shores , Florida Project Number: LG04 -3182 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LGO4 -3182, Page 1 Test Number Test ;Load (lbf) Test Status , 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG04 -3182, Page 2 Test Number Test Load (lbf) Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG04 - 3182, Page 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOF11 -I 52' + + + + + ++ + + + + + . + + + + + + +- + + + + + + + + + ++ + ++ + + + + + + ++ + + + 59' APITOX, ROOF 1 ILOCA110N5 AMP t7IMN510N5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 04/21/03 MON 11:54 FAX 954 578 1042 MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc_ 2400 Spring- Stucbncr Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of Two Component Polyurethenc 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 l4OA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved planner, 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. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 • Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06 /11/2001 IIs04500011pc20001 \cennpgceslno0ec accepr. ne6 cover page.doc Interact mail address: nostm► r do►•rmt,ildrnn—,l..,...i:.._ POLYFOAM PRODUCTS , INC . r y 2f - i i.I D g tQ 002 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE: FLAGLER BUILDING I-10 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.156) (305) 375 -2901 FAX (305) 375 -2908 c'orrnc. c LICENSING SEC110N (305) 375.2527 FAX (305) 375 -255H CONTRACTOR ENI ORCE\I D1 VISION (305) 375 -2966 FAX (305) 375 -2908 rRODUCI'CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Francisco J. Quintana. R.A. Director Miami -Dade Comity Building Code Compliance Office r 04 ✓21/03 MON 11:54 FAX .954 578 1042 Polyfoam Products, Inc. ROOFING ASSEMBLY APPROVAL C'— 'ter °rv" Roofing Sub -Cat. o : Roof Tile Adhesive M at - -- erials: Polyurethane 2. PRODUCT DESCRIPTION Manufactured by Applicant Po lypro® Al - 1160 Foampro0 RT11000 ProPack ®30 & 100 Dimensions N/A N/A N/A 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1 621 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. ACCEPTANCE No.: 01- 0521.02 1. SCOPE This approves Polypro® AI as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice o f Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AI 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 Test Specifications PA 101 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Apembly having a current NOA which list uplift resistance values with the use of Polypro At 11 roof tile' adhesive. 1.6 IbsJlt.' 18 PS1.Parallel to risc 12 PSI:Perpendicular to rise 28 PSI Parallel to risc 0.08 Lbs./Ft'- 3.1 Pcrin / Inch Approval Date_ .)tine 14, 2001 Expiration [late: May in, 2006 Results +0.07% Volume Change @ -40 F.. 2 weeks +6.0% Volume Chan a (rd Humidity. 2 week, Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner 0003 04/21/03 MON 11:55 FAX .954 578 1042 POLYFOAM PRODUCTS,INC. Polyfoam Products, Tnc. ' ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above nre presented as typical average values ns determined by accepted ASTNI test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3, 1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for lire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI-I160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof rile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F 2 - w 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® AI shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Rooting Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Bo4 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® A1 shall be applied with f oampro RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AI.1160 shall not be exposed permanently to sunli 3 tits Prank Zuloaba, RRC Product Control Examiner U004 04/21/03 MON 11:55 FAX 954 578 1042 Polyfoam Products, Inc. ACCEPTANCE No. : 01-0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has bcen:dispensed. 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 notcd herein. "Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Single Paddy weight Min. (grams) Two faddy Weight per paddy Min. rams Placement Detail #1 #1 35 17 /side on cap and 34 /•an N/A N/A Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles #2 #3 POLYFOAM PRODUCTS, INC. J. 24 N/A 8 5. LABELING All Polypro® AH t60 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. Frank Zuloaga; 12RC Product Control Examiner 0005 O4/21/03 MON 11 : 55 FAX .954 578 1042 Polvfoam Products, Eric- ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Undorisyrnam Eava Clam ElVI counts only; Kao0 adhollvo appros.1 h%. up If OM weeoholas Paddy gioneoth Tilo) Eno [knurl Place enough adhesive to achieve 17 In 23 Pu°n°1 1 cs° Iq.wD litchoa In anew with the pan the " Pi" Wilcatierm • 2) Turn covers upside down Pius uThestve l7 In. • To 1 in. Faun outside odgo ol cow Int • Than Instill the IP& Undertsymont 1 : No0 through porde csmant Rarrov . mppus don ditto ma ' eourse cover 'Abut to second coma of Pan Ses. Enron 12.1 and ol pan and cow 151q. rn hush al OM ans. bye claim invartar ahowni 5 POLYFOAM PRODUCTS, INC. Nail through plaatic meant und,tdrymom 10 in, 4 in. up hom ontepheits Eave course oar Kano BONIN. appal- etre Cows 2 In Woapheio Foods go Paddy Monolith TI.) Optional Poird-up Mortar on lengituninal • edges ol tflo S he s ildng Frank Zuloaga, RRC Product CoutrOI Examiner 16006 04Y21/03 MON 11:56 FAX 954 578 1042 • v Polyfoarn Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE P4TTY • Nall through plastic cement ederlayrnent peeCOUne EaVO NSW, Nail through plastic cement Onderlayrnent Uwe Course Paddy (Beneath The) Fascia PaddyMmuthfile) fascia Ears Claw, 6 POLYFOAM PRODUCTS INC. ACCEPTANCE No. : 01-0521.02 Nall through plastic cement Underlayment .; Fare Count Fascia Weephoie Eno closure Orip edge Frank Zuloaga, 1212.0 Product Control Examiner 16 00 7 04/21/03 NON 11:56 FAX 954 578 1042 Polyfoam Products, Inc. POLYFOAM PRODUCTS, INC. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY 7 ACCEPTANCE No. : 01-0521.02 4008 Nall through plastic cement Single paddy on top of tile Single paddy undor the Eavo course 2 in. X 7 in. medium size paddy tare Fascia course only Nall through plastic cement Single paddy on lop of the Erre Course Underlaymem Single paddy on under- layment Single paddy on top of the Eave Course Single paddy between the Eave Closure 2 In. z 7 In. medium sire paddy eave course only fascia Prank Zuloaga, RRC Product Control Examiner Single paddy undor the Single paddy between the 2 In. r 7 in. medial size paddy rave course only Fasda Weephole Eave closure Drip edge 04/21/03 MON 11:58 FAX .954 578 1042 POLYFOAM PRODUCTS,INC. Po!foant Products, Inc. ACCEPTANCE No.: 01- 0521.02 t. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents. arc no older than eight Of) 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 'alibis Acceptance. 3, Renewals of Acceptance will not be considered it 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 chc code changes. b. The product is no longer the saute product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The cngincer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause .for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and gr, by this office. 5. Any of the following shall also bc grounds for removal of this Acceptance :' a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product. for sales, advertising or any other purposes, 6, The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and follo■vcd by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as a p proved drawin I I gs 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 be cause for termination and removal of Acccptancc. 9. This Noticc of Acccptancc consists of pages I through 8, END OF ThIIS ACCEPTANCE Prank Zuloaga, RH.0 Product Control Examiner 11_1009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ?O LJ - 1 L -' EP C' � TAX FOLIO NO. 1 1 3 O 6 9 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives n property, and in accordance with Ch is provided in this Notice of Commenc JO 1. Legal description of property and street/address: 2. Description of improvement: te.., - /1-49-01-1-A- Amount of bond $ 6. Lender's name and address: t /A Name and address: Print Owner's Name Sworn to and subscribed before me Notary Public Print Notary's Name My commission expir 123.01 -52 PAGE 4 8/02 made to certain real following information 3 514 /`s, E . 9 l `rl � 1 41 4 ; -L- (/, I / Qd t FL_ 3. Owner(s) name and address. . L l Lie M l D C S 35 0. E. 9( Sr. Pt NH( S(+02t5 J1LL /.L Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: EA-C ( 0 A UN) (4- Zz ?2- (a- . (G1 /3,14.4 1 I 5. Surety: (Payment bond required by owner from.contractor, ifSavoy} OF FLORIDA, COUNTY OF DAD Name and address: I HERE: C 'rIFY that thrs rs a fr)e ay 4ailinl eohs *- ongrnal o fice or) .. 7. Persons within the state of Florida designated by Owner upo i provided by Section 713.13(1)(a)7., Florida Statutes, 12- a -1 sr;'c -/ 111111111111111111111111111111111111111111111 CFN 2004R100894 OR P.•k 22821 F's 2267; (1as) RECORDED 11/15/2004 1218:28 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE K.. '3 seamen s may be se 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: A i • ,, 2- i 1 J S , � ; ti✓ / ►•^, I L 33/S w4 1 date is 1 year from the date of recording unless a 9. Expiration date q.f this Notice of Commencement: (the expiration different date • pecifieq) , t7/6 LZ- 5 /1 D/LJ/,Q,, Si'gnature of( 'Owner Li Ai 4 /Lj i ,v4 repared by le- 'br-`G?..) Address: � - - 5"0 ,n"* Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1458 Printed: 11/17/2004 Applicant: PAULINE MINDES Owner: MINDES PAULINE JOB ADDRESS: 354 NE 91 ST Contractor UNZUETA, HORACIO A. Local Phone: 305 - 264 - 5444 Parcel # 1132060190220 Building Permit Contractor's Address: 1422 SW 82 CT Legal Description: EL PORTAL Permit Status: APPROVED Permit Expiration: 5/4/2005 Construction Value: $13,000.00 Work: RE -ROOF FROM FLAT WHITE TILE TO SANTA FE TILE BUILT UP CAP SHEET Signed: (Contractor or Builder) BY: Page 1 of 1 PB 9 -101 LOT 6 & W1/2 LOT 5 BLK 2 LOT SIZE 75.000 X 135 Fees: FEE2004 -11510 FEE2004 -11515 FEE2004 -11518 FEE2004 -11519 FEE2004 -11520 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $300.00 $7.80 $2.60 $7.50 $21.00 $338.90 Total Fees: $338.90 Total Receipts: $0.00 CCL 1 Mph 9p4 /D Signed: (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 accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. 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 J'Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). %GY 3. Common Roofs: Common roofs are those which have visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. t 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not . be evident until the original roofing system is removed. Ponding conditions should be corrected. 4 4 / 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. f �Gccu.� G c') 4s d „.0. ' 0 Z Q s at�ur /� ,,ti Dt^5 Date CADOCI'51t- IketpLLOCALS -11Te .pISECTIOY 111.doc ` Contractor s Si: a ure C .P ■. n m EE ' E IP E C '' EEE 'PPP EEEEEEEEEE . EEE P EESaIu ■ ..' aEEEE:E 1.:..::.EE: � .. CCU■■ . 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Master Permit No. Job Address Section A (General Information) Process No. Contractor's Name o U rJ Zuen 3J tJ.. . 9. t Sr. (Lt r A1--t4 ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile IMortar /Adhesive Set Tile ❑ Asphaltic " 0 Metal PanellShingles 0 Wood Shingles /Shakes Shingles Aim THERE ❑ Prescriptive BUR -RAS 150 GAS VENT STACK$? YES NO ROOF TYPE TYPE-NATURAL ❑ LPGX 0 ❑ New Roof lRe- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 54 ( S 2. 2.1:1 -J 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 and location of parapets. 9-- /95? Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAV �Cr NOA No.: _013 " osal - lJ�► _Design Wind Pressures, From BRASS 128 or Calculations: Pmax1: 4 Pmax2:" Pmax3" Max. Design Pressure, From the Specific NOA System: — S2 -S Deck: Type:�� Gauge/Thickness: 3 /6 Slope: Anchor /Base Sheet & No. of Ply(s):GA G'41 ESASE Anc or /Base Sheet Fastener/Bonding Material: SW/4)V— t if Mg - S Insulation Base Layer: N1f Base Insulation Size and Thickness: N/A Base Insulation Fastener /Bonding Material: NA � Top Insulation Layer: 'V 1 Top Insulation Size and Thickness: /\I //A4 Top Insulation Fastener /Bonding Material: iv l A Base Sheet(s) & No. of PIy(s): N f/ Base Sheet Fastener /Bonding Material: k) f� Ply Sheet(s) & o. o GLASS'''`. PIy Sheet Fastener /Bo ding Mat t - j Top Ply: G ' 6 tS �N Top PIy Fastener/ Bonding terial: Surfacing: l J /A Fastener Spacing for Anchor /Base Sheet Attachment Field: �" oc @ Lap, # Rows Z © � " oc Perimeter: " oc @ Lap, # Rows+ @ 6 " oc ,A/ Comer: "1 " oc @ Lap, # Rows 6 @ " oc Number of Fasteners Per Insulation Board 11IA Field Perimeter 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. g ,, ON 6.S) \f l ic ) \ n -jt i ssktx ep / 1? 1 v T Parapet Heiaht Mean Roof Height Roof Slope: 3 : 12 1 High Velocity Hurricane Zone Uniform Permit Application Form 1 Ridge Ventilation? tJ /A Section D (Steep Sloped Roof System) Roof System Manufacturer: C ell Ev..A fl Notice of Acceptance Number: 0 V -QS2 1 - 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: 47. Pmax2: - 100b d Pmax3: 1 00. a Maximum Design Pressure 03,6+ (From the NOA Specific System): Sloped System Description Deck Type: ype Underlaymen Insulation: Mean Roof Height: 14 •� 80-1t — 22 1 wA Fire Barrier: NSA Fastener Type & Spacing: 114 5i4, .04, (•-or. LAp Adhesive Type: f ype Cap Sheet: l oof Covering: SA e Type &Size Drip dge: 2Y2 GJ2 l f -'ZC ,vy$ 4400 High Velocity Hurricane Zone Uniform Permit Application 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. If the M 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 Based Tile Cale (P1: 6 x 4,9 = 4,23 M S. 2 = (P2: I0O6 x A -299 = ) - Mg: = M rt (3: MO. x A. __ 30, D ) - Mg: S. 7 = Mrs lations Per RAS 127" NOA Mt Ci $ NOA NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" p Required Moment of Resistance (M From Table Below 28.7 NOA Mr SOD 64 Mean Roof Height Roof Slope 2:12 3:12 4:12 5:12 Moment Resis 20' 33.4 31.3 28.9 26.7 6:12 7:12 M Required 15' 30.7 28.7 26.6 24.5 22.5 20.8 24.5 22.6 tance* 25' 35.7 33.4 30.9 28.5 26.2 24.1 30' 37.7 35.2 32.6 30.0 27.6 25.4 40' 40.7 38.1 35.2 32.5 29.8 27.5 *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" (Pi: xI• = x w:= /� - w: x cos 0: (f'2 : x I: = x w: _ W: / � - : x cos B.• (P 3 : x I: = x w: _ F = Fr3: NOA F NOA F' NOA F . Description ti ■ Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average rile Weight Tile Dimensions Where to Obtain Information Symbol Where to find °f or RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 PI P2 P3 H B M, Mr F, W 1= length w= width All calculations must be submitted to the Building Official Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA at the time of permit application. M IAM'DADE BUILDING CODE CO PRODUCT • ' OL D OTICE'OF • CC-EP Ladrillera Melendez S.A. 6885 NW 25 Street Miami, FL 33122 SCOPE: This NOA is being issued under The documentation submitted h view Committee to be use Juris. ' , on (AHJ). IANCE OFFICE (BCCO) ION ANCE OA 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 e applicable rules and regulations governing the use of construction materials. been reviewed by the BCCO and accepted by the Building Code and Product Miami Dade County and other areas where allowed by the Authority Having 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: Santa Maria Spanish "S" 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 4. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1219.04 Expiration Date: 10/18/06 Approval Date: 03/06/03 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: High Profile Roofing Tiles Material: Clay 1. SCOPE This revises a roofing system using Santa Maria Spanish "S" Clay Roof Tile, as manufactured Ladrillera Melendez S.A. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in s' tion 4 herein. The attachment calculations shall be done as a moment based system. CT Manufactured,bY Applicant Santa Maria Spanish " 'm Pieces SCRIPTION 1 = 17.8" w = 11.9" . 3/8" thick 1= varies w = varies - varying - thickness 2.1 SUBMITTED EVIDENCE: Test Agency IRT of South Florida,. Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Dimensions. Specifications PA 112 High profile, one - piece, "S" shaped, clay roof tile equipped with two nail holes. For direct deck adhesive set. applications. PA 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges . and valley terminations. Manufactured for each tile profile. Test Identifier 01 -009 2483 -2 2595 -1 2595 -4 Product Description Test Name/Report TAS 112 TAS 101 TAS 101 TAS 101 Date 04/12/01 11/07/2000 08/06/01 12/02/02 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of.a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 02- 1219.04 Expiration Date: 10/18/06 Approval Date: 03/06/03 Page 2 of 4 Table 4A: Attachment Resistance Expressed as a Moment - Mr for Single Patty Ad s Tile Profile Tile Application inimum A chment Resistance Santa Maria Spanish "S" Tile Polyfoam Polypro AH 164TH • 68.64' 3 Paddy placement of 35 grams of Pol ro AH 160 Table 3: Restorin oments due to Gravity .ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 "12" Width -w (ft) 7 ":12" Santa Maria Spanish "S" Tile Direct Dec it ec Direct Deck Direct Deck Direct Deck . Direct Deck 5.35 5.2 5.15 4.99 4.77 4.50 - - -- Table - l - : — Average Weight (W) and Dimensions (Ix w ) - e Tile Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Santa Maria Spanish "S" Tile 7.2 1.5 1 Table 2: Aerodynamic Multipliers - e Tile x Profile Direct Deck A ph ation Santa Maria Spanish "S" Tile \ 0.299 4. ' INSTALLATION 4.1 Santa Maria Spanish "S" Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 4: Attach - ent Resis : nce Expressed as a Moment M, (ft -Ibf) for • P • Adhesive Set Systems Tile Tile Application T Profile Santa Maria Spanish "S" Tile Adhesive 1 See manufactures component approval for installation requirements. 2 Polyfoam Product, Inc. Average weight per patty. 12 grams. Minimum Attachment Resistance 40.19` 5. LABELING All tiles shall bear the imprint •r identifiable.marking o e manufacturer's name or logo, or following statement: "Miami -Da • ounty Product C trol Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 1219.04 Expiration Date: 10/18/06 Approval Date: 03/06/03 Page 3 of 4 PROFILE DRAWING SANTA MARIA "S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1219.04 Expiration Date: 10/18/06 Approval Date: 03/06/03 Page 4 of 4 • • • • • : • . • • • f • • • rt • ' The anufactures warrants per forma rqf eseh individual18' M the AN.TAMARIA Clay Roofing • Tliee - m oolI Iotnain eta qualltyubat.obtainthe stonti g4' lassificatlop .tduo_.to;aotndltions6ttn facturing•ofour • -clay roofrttg:t}les. •Ititdrillera Mek6ndez S.A does not N•arrealr aacotillory materalg oai isallation. labor rovlded " '� • " ' ' l P 6y. others. `: Ladr !warrants unt reentered . holder of tbb . certificpte that each • Ladrillera M,eit;ndez•S.Atlle properly installed at ehetdaaigned address. wUl the s period' of 30 years tom the date ' i '_,'o•!`•Installatien 'remain incombustible. wop dim aged by • tir �• albw'pasaelge :efwstor due-to . ; ••'decomposition or decay, reasonable variatioti;bf tole( may ovt, dale to its natural �oonip :, us g Manufacturer. LadrilleraMel6ndez Sa Kilometre 3 Via a Caloto Santander de Quilichao — Cauca Colombia South America Tel: ( 0372) - 5504367 Name of Tiling Contractor Installation �" Comment; • +� ✓ r •I/ / ▪ oh y „ • Santa Maria Clav products 6885 NW 2Q th $!root Miami,FL,33122 Phone : ( 305 ) 8769988 Fax: ( 305) 4971477 Date of Tile :..'..'.L'adilllera Meldnloz SA will provide within•giiiety ( 90 )'days :'l f tr oin the date our investigation. at no • cost to the Regiatercd holder, replacemiteilor any the • swhielw asithibits these specific deli: is This %warranty does -not cover: i) Damage te•ifiek ile caused by•ininalldtion. net according to..tbe printed "recommendations issued by the com 2).Surfaoe craoking'or chipping; .3) Dofbatdnr failure of . 'odder materials used as components of tbe or structum;•4) Damage to the tile caused by roof traffic • •Weibreign obJets on the roof; 5 i Itdaleeoes, to rnadoes br rrther•Acis of Ood. • • .Lana Maria T1le• shall not be considered del>sct;ive. LathilleraMelendez S.A. chalk. have no liability r +;•' under this warienty. with regard to .la) •.varietlope in color'or,ahade . which are not as tusreasonable ar':• .Marion film. the the samples: or (b) .changes in color dh.shede.' oauted b stain : or. external of any sort•( including oo teminat1oni y. - wltl tout liroitation6ttlie• gibwith of vegetation, algae, mildew or • 'I'lali application of any coating such as paints glaze or other : coating material on rho finish surface of the ?':• tab should void this °: •Yee foregoing . :.. is the entire expressed warranty of Ledr1118ra'MclMndaz•B.A, and is independent of tpiy• ..:_ ;other war�anty_ made. by say other person.. Ladrillera :Mel6odes:,•9.A, sbiiil In he . event be liable under 4 any Circumstances for incidental or coasequentlal damages, or for 'atliy damages to any structure ire'• conterits;•or. its occupants. Some atalal do not allow the exclusion or limitation of incidental or `., .••c0nsequental damages, so the above limits .m ay not be applicable-sin those states. • ' • ,Claims rmdei.Mts warranty will be honotvd onl; when the •foUo •' bonder ofthis certificate le the original leaal.owner of the ro ow 'conditions if o , n The • ' doi�eloppct.�, this' %warranty -can be passed up to the first re Byer f i the structure original ., owner is l • elves( of of the ). r or the re i property sho� her ein at the Coto of lttstallatlon of Ladrillera Mel6ndoz SA '''' . 10 an•crusting structure: and 2 ) :the registration eertifioate shown herein has. been • properly • ' l cured and forwarded to Ladrillera Melon*: 9.A within of olvacrahi , and �! (9t3) dayq 'of lnatallation:or original P : 3). the registered owner. nodfies Ladrillera Mel6ndos SA promptly after the facts on w4ich the claim is based become and - 4) Ladrillera Mol6ndez S.A has land an opportunity to t • 'inFestigate :'aljd approve the claim before any repairs are made. • For further Information, concerning your werrenty. contact: • • mod.• • • .> ftu -LUUd rnu ul : dU. rn IT • 50 YEA • The Manufacturer warrens the perfo rat o of enoh individual'frSANTAMARIA Clay Roofing 'Tiles porom of a - qua itty that obtain the so tieyinrclelassireatiol dne.to :conditions - lit m�anufaiottuing of our f .clay roo ring: tilos. i ' . •• 4L'ddtiliere tvlc)bndez SA does not warrant aiessiliOr. materiald'oi talladon,labor provided by othori. . L"�siltlllera.b1eldridezSA warrants unto,,:the registered holder of this'eertigcate that each Ladrilleia " t �'. Ale1 ndez 8.A the properly installed at thetdeaigned address. will for s period ofS0 yeatirfrom the date {(, x!.. -li Installation remain incombustible. wop lidamaged hy•warm#q•itr :allow paaaage;.e(wat+er duo -to• . decomposition or decay, reasenabie variation of color may okdo'r due to its nefural:oompoiitioi.' .. • "..' Meldndez SA will provide. witliinnitiety (90 )daYS.'iftn the date of out investigation. at no '. coat to tiro Regiitercd holder, replaccmidnrtoy say tile•arbloh•7sithibits these specific deibots. This '. i aenty does -not cover: 1) Damage to. 1e caused by•Ingtalladon not according to..the printed :tee mmendotfons • issued 'bythe•rompaich 2). 6urfaoe._,eracking':or chipping; • 3) Detbatdnr failure of } 4. ••other materials used as components of cheroot or structtrto;4) Damage to the the carded by'roof waffic- „ ► /••• •• ••**reign obJeti falling on the roof; 5 t flarrieeaos; tornadoes bs other Avte of lied. • • 1 liana Maria Tile- shall not be considered delbotive. and Latkillera4Meleadez S. shah. have no liability • r+;.: Wader this warranty: with regard to (a) :variations in oolo.r•ot,. iltado which are not an unreasonable ;i ?Y;..*Wien d'om• the tile samples: or (b) .Ch anges .in color • et.shade caused by, stain or external estutatntnatione of any 'OW( including without•litoitationi tlie'•gibwRh of vegetation, • algie, mildew or • • 1- .' us ). Tike application of any coating such as OM; glaze or other.coating material on the finish surface of the �4 ; •'+''the should void this warranty.. V • ' 1 i :�iie foregoing is the entire ex resscd wart •, t S: R 1 °F p slaty of Ladrlllera'Me18nd(xz•$.A, and is Independent of ariy. gthsr made by say other person. Ladrillera Meldudez4:, shill! -'In ins -event .be liable under soy. Circumstances for incidental or consequential damages, ot,'for 'any damages to any sttnotnre its. 'r; contents, or. its occupants. Some states.do: not allow the exclusion or Ilmitstioti of incldontal or ; damages, so the above litnirsiion.m.ay not be epplicablosin those states. • ' • Manufacturer: LedrilleraMel6ndez S.A Kilometre 3 Via a Caloto Santander de Quilichao - Cauca Colombia South America Tel: ( 0372) - 3504367 Name of Tiling Contractor Installation Comment: >. 4 Santa Maria Clay Products . 688$ NW 2a th Street M lam i, FL,33122 Phone : ( 305 ) 8769988 Fax: (305) 4971477 Date of Tile r, u i •.Claims under .this warranty will be honotcdonl; when the -following .conditions are met, 1) The • lao�der ofthis certificate Is the original 1eaal.owner of the•propettjr shown herein i( if original owner is .i •'deieelopel,this• warranty scan be passed up to the firet of the armature) , or the legal 'owner ofre of the property shoun herein at the titpe of ltt#tallation of Lathilkre Melendez SA • ••' 'hills, to nn•exlsfag structure :. and 2 .) the . registration:: shown herein hat • been • properly • • 4gcured and forwarded to Ladrillera Mddndea 9•A within nin• ety ('90.') days efd'astaltstion:or origiind ownership. and 3) the registered owoer. notifies Ladrlllora Meldndos SA promptly after the Acts on • wfiloh the claim is based become known' and "4) Ladrillera Mel6ndez S.A.has. had an opportunity to • • •_ 'ineestigate :mid approve the claim before any repairs are made. • For further information, concerning your warranty. contact: 188 ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation- (Optional): One or more layers perlite, wood' fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /. urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". . Cap Sheet One layer 'Type G3 "GAFGLAS Mineral Surfaced Cap 4. Deck: NC - Incline; 1/2 Insulation: One or two layers "Isotherm 'R ", 4 in max', hot mopped. PlySheet Any UL Classified gravel surfaced Class A asphalt glass fiber Incline:1 ' p heet.(Optional): Red rosin p d :.t. .. ' Base Sheet: One layer Type G2 AFGLAS #75 Base Sheet m be nailed). One or more layers G GAFGLAS Ply 4" GAFGLAS Yl y • Cap Sheet: One la er , GAFGLAS: Mineral Surfaced Ca edc NC... • Incline: 3 • Base Sheet One layer Type G2 "GAFGLAS #75 Base Shee t". , `_ Ply Sheet One or more layers Type. G1 " GAFGLAS .Ply 4" or. "GAF - GLAS Ply '6 ". Cap •Sheet: One layer Type G3 : "GAFGLAS Mineral •Surfaced .Cap Sheet ". 7.. Deck: C -15/32 dincline: 2 Insulation: One or more layers perlite; glass fiber, isocyanurate, ure- thane, perlite/isocyanurate composite, perlite/urethane composite,'phe- nolic, 1.0 in. min (offset from plywood joints 6 in). Base Sheet One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth-or-Granule), • .'Ruberoid.Torch Plus" (granule), "Ruberoid •Mop "(Smooth or.Granule) or "Ruberoid Mop Plus" (granule). ' .. Cap Sheet "GAFGLAS Mineral Surfaced Cap'Sheet "; hbt;mopped: 8. Deck: 015/32 , • • • Iridirie:2 • - Insulation (Optional): -One or more layers perlite; •wood:•fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite; • perlite/ urethane composite, wood fiber / isocyanurate composite, -phenolic, any thickness. . Base Sheet: Two or more. layers Type G2 or G3. • Ply Sheet (Optional): Oneor more layers Type Gl. - Membrane: One or more layers 'Ruberola Torch •(Smooth or' Granule); 'Ruberoid;Torch Flue', (granule), "Ruberoid Mop" (Smooth or Granule) or Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot Mopped.. Class B . 1. Dedc: C-15/32 • • . • Incline: 3-1/2 . Insulation (Optional): One or more layers perlite, wood fiber,. glass fiber, isocyanurate, urethane, .perlite /isocyanurate composite, .perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4 ". or "GAF - GLAS Ply 6" Cap Sheet Type G3 " GAFGLAS• Mineral• Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional):. One or more layers perlite, wood d: fiber, glass : fiber, isocyanurate, urethane, perlite/ isocyanurate.composite,.perlite/ urethane composite, wood fiber / isocyanurate composite,. phenolic, any' thickness. Base Sheet . Two or. more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid.Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), 'Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hotmopped. Class C • 1. Deck: C -15/32 • Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass .fiber, isocyanurate, urethane, perlite / isocyanurate composite, .perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness.... . Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". 2003 ROOFING MATERIALS AND SYSTEMS DIRECTORY 3. 1. Deck: NC Insulation (Optional): fiber, 2 in. max. Ply Sheet Three or 1 Al! CAD T1JC1.11 •line -ov L1el• nnl�nr,i+�- ROOF' COVERING.MATERIALS (TEVT) Roofing Systems - (TGRU)— Continued Surfacing:. "Special Roofing Bitumen" 20 Ibs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A - 1. Deck: C -15/32 Incline: 1/2 - Insulation (Optional): One or more layers perlite, wood fiber, gl fiber:•isocyanurate, urethane, perlite / isocyanurate composite, Perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. . • Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen: Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A Incline: 2 One or more layers perlite, wood fiber glass more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: ' Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal /sq. ' • 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite; perlite/ urethane composite, wood fiber /isoCyanurate composite; - phenolic, any thickness. Ply Sheet Three or more layers Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". ` Surfacing: "Weather Coat Emulsion' at 3ga1 /sq. 3. Deck: NC Indine: 1/2 'Insulation: One or two layers "Isotherm R " ;.4 in., hot 'mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4: Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, ' wood fiber and glass fiber, any thickness, mechanically-fastened: Base Sheet One ply Type G1 or - •G2: Mechanically fastened or hot Mopped. . 'Ply 'Sheet: One or more plies Type G1 or G2, adhered; with hot roofing asphalt. . .. . .. Surfacing: "GAF Premium ' Fibered Aluminum Roof Coating")-1-1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Dedc NC Incline: 1 Insulation (Optional): Perlite, glass'fiber,'polyisocyanurate;, wdod fiber, mechanically fastened, any thickness • Base/Ply Sheet: One or more plies Type Gl or' type G2, hotmopped in - Coating:. "Fibered 'Aluminum Roof Coating ". 6: Deck: NC' Incline: 1 • Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, ni cally fastened, any thickness. Bas Sheet: One 'or more plies Type Gl or Type G2, frilly adhered with either "Ruberoid Modified Bitumen Adhesive" or 'Ruberoid Modi- fied Bitumen flashing Cement ": Coating. "Fibered Aluminum Roof Coating ", 1 -1 /2 gal /sq. 7. Deck: C 15/32 Incline: 1 • Base Sheet One or more plies Type G2, mechanically fastened: Ply Sheet Three or more plies Type Gl; hot mopped in place. Coatings: " Fibered Aluminum Roof Coating; 1 -1/2 gar /sr,. Class B 1. Deleted 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers'perlite, wood fiber, glass fiber, isocyanurate, urethane perlite /isocyaniirate composite; perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, an!' thickness. Ply Sheet Three or more layers Type Gl' "GAFGLAS' Ply 4 ". or "GAFGLAS Ply 6 ", hot mopped. ' Surfacing: Grundy Industries "al MB Aluminum Roof Coating ", 1 -1 gal /sq. Deck: NC Incline: 2" Insulation (Optional): One or more layers perlite, ..wood fiber, vas s, isocyanurate, urethane, perlite / isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, anY thickness. lo-h. South_ 'and Mailable dectcs up to 6 Inches per cicada decics which are limited to a *wood. poured ropsern. Ps.eCnt docks. For Haftwettle insulating concrete d GAFGLAS6 Specifications-N-B-4-M/P6 and. N-B-4-NI Specifications Application recommendations detailed on pages 17,20 shall-appty in addition General to the following reconwriendatIons and specifications. 1. Over entitu surface, lay ono ply 0* sheathing paper where applicable. Lap Application of Roofing Membrane • each Sheet 2 inches over preceding sheet. Nal sufficiently to hold in place. 2. Starting at the low point of the root. by one ply of GAFGLAS Base Shee. tapping each sheet 2 inCilES at edges and not less than 6 inches at end taps. Nail along lap of base ply at intervals not to exceed 9 inches ands down center of sheet in two rows with nails spaced 3118 inch intervals in each row. Use fasteners web Integral metal beads 2t Ient 1 inch in diameter or square Mat are recommended by 6A1 Materials Corporation Of me deck mamdacturer. (See 'Special li.istMctione beicrer.) 1. Starting at the.low point oi itie—iciiit. mop two plies et GAFLAS Ply shingle tashiax laPPing each sheet 19 Inches over the precafires sheet solidly mop - Ping to the undorlybg base sheet to provide three piles over the entire rood inter* mopping: of Roofing Aschalt must be aPPtied ill a cgtatirlu°115 "I and Asphalt RequIramerrb ., shall consist of appredrnatoly 25 pounds per 100 square feet al roof absrvilth a tolerance not to exceed 20% plus or minus. "lbo appropdate a sph2 for nal slopes hwolved must be used. On slopes up to'! Inch per foot. Fiat AVIA We n may be used eXrePt FlOilda. Texes,.New Mexico, Arizona. and Cantornia. Appty GAFGLAS Mineral Surlaced cmp sheet in accordance vrtm 916 applcation instructions on page 2111. so that the DM are easel from the taps ti the Ph attach- . 1. See recommendations tor use over gypsum decks on page 9. • ,Z170=!G113 Z.Acceptable.GAFUIS Base Swots indudec STRATAVENT• (Verd.Ply) for /bitable Decks required for freshly pOurod gypsum decks. GOMM /75 Base Sheet. GAFGLAS PLY V, and GAFGLAS Fly 4. For wood dedeS21115Mxtural wood fiber decks. when 6A1SLAS PY 4 or GAFGLAS PLY 6 is used as a base *AP sheathing paper IS rOquirod. &For rod dOpei 01 1 kids per foot armors. PH fees must he baarAlled 4 I , 3. See liaMnlitiii;e Sheet: me te. • inches In imm the bad( edge ot the felL See instaltadon on Steep Roots; page 10. .:t. ;:a=licsalun I Ill. Chart Xey I 1 blItalli10 . . • G u Combustible 2nd Noncombustille Combustible *Wood par. boardS. Ma. PYWOOd On- s ix hi thidag oriented strand mini (min. %Inch thickness)_ NoncombusUblo - Stee, poured or precast structural concrete. Fightvfeigl NC - Noncombustib or le dy • mating concrete, gypsum, structural wood tber. etc. 2_ Slope Maximum slope allowed. iii inches per loot_ MIAMIDADE BUILDING CODE PRODUCT CONTROL TICE OF ACCE AF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • a � SCOPE: his NOA is being issued under th documentation submitted h: • mmittee to be used N, Revie ( � Jurisdiction ( PLIANCE OFFICE (BCCO) SION ANCE (NOA) 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 applicable rules and regulations governing the use of construction materials. een reviewed by the BCCO and accepted by the Building Code and Product Miami Dade County and other areas where allowed by the Authority Having 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 Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Deck Descripti System Type E (1): Base sheet: Fastening Options: Ply Sheet: Cap Sheet: Wood, Non - insulated 19/ or greater plywood or All General and System Limitations shall apply. y fastened. od plank decks GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets atta d to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. 3 rows. One row is in the 2" side lap. The other rows are equally i. _ . _ . • o ' I: : tely 12" o.c. in the field of the sheet. (Maximum Desi General Limitation #7) GAFGLAS Fle 'ase Sheet or any of above Base sheets attached . lar ring shank nails and tin caps at a fastener spacing o ° , - " .. `t'+. - red and in two rows 9" o.c. in the field. (Maximum Design Pressur -52.5 ps , ee General Limitation #7) GAFGLAS #75 Base Sheet or any . .. :: ase sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (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 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (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. in the field of (Maximum Desi Pressure -75 ps , e General Limits s n #7) One or more plies • GAFGLAS® PLY GAFGLAS® •LY 6® ply sheet, #80 Ultima, RUBERO is , A • . or RUBEROID 20 dhered in a full mopping of approved asphalt a plied witi • ; - VT range : d at a rate of 20- 401bs. /sq. (Optional) One ply of GAFGLA 0 Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt app within the EVT ange and at a rate of 20-40 lbs./sq. essure -45 ps , PlyTM 6, GAFGLAS # deck with approved • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 3001bs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 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. of 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 Miami Shores Village BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical �f Owner's Name (Fee Simple Titleholder) " F A14)2, r'i j,.S r Phone # 365r 73 / - 57 93 Owner's Address 3 5 L/ IN G < . 9 n 1 34 i State t- Zip 3 3 ! 3S Tenant/Lessee Name Job Address (where the work is being done) 35L N, E. City Miami Shores Village County Miami -Dade Zip 33) 3 b Is Building Historically Designated YES NO Contractor's Company Name \C(t A • `-' N\ Z Ut T7 Phone. # Q ) 9 1 " 80 L 3 Contractor's Address ( 4 2 5(.0 3 21 . City IA( 'RM 1 State Zip 3 ■ 4 L4.. Qualifier viekCtc7 A U13 ZU-e State Certificate or Registration No. CG, C 0069 3 (� Architect/Engineer's Name (if applicable) • Phone # $ Value of Work For this Permit Type of Work: ❑Addition ❑Alteration ❑New Eij Repair/Replace ❑ Demolition Describe Work: 1 €. - IZuOi �, - �rt 1l�� l.�- ,i'�2. -141e. 1 Sucre . /i 1 rt ,oC ib bei b w', 4- utP cad ske i- C UP 3 (9n pp� Notary $ Training/Education Fee $ a ► � v Submittal Fee $ 00 Permit Fee $ Total Fee Now Due $ (Continued on opposite side) Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Phone # 3 O' - - ! n� Certificate of Competency No. Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ � , 6 CO /CC ECEIVED i a0 5 2 ®04 Permit No. 'i 1— iLfs Technology Fee $ 7 L Scanning $ a / Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ ^ i Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection not be approv .nd a reinspection fee will be charged. Signature . Signature liU � Owner or A'� nt L//uev1 / /VOC_S r �N ontractor The foregoing instrument was acki r ,) efore me this The foregoing instrument was acknowledged o /� t ttuuubefq re me this day of /O& eMtK/> 200 , b, ` Mtssrot%••. , ( et'c7 day of Ivc1�el1�10 -e , 20 G , b``,�` �R(A(1�,�� / 04/17 8, � who )lb' who is personally known to $1e op' who is per n t e p ,� . o m$r * , 0® As i - i�l�atiAR�1 whp ake an oath. as identif a op an .: a oath. g e; NOTARY PUBLIC: � ` � D3t264$ �' ` NOTARY PUBLIC: Tf • s e : #p 0312645 Sign: U Ge��p�'ii STAT Sign: — '' • ''a'rnstake'f ` Q � � � ` � Print: UU( Pc Print: lV (�tV��k ��,STiQTE / � ����' � rnttttv�` My Commission Expires: L�I a I My Commission Expires: • t APPLICATION APPROVED BY: • Chc 05/13/03 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOV 1 2004 Plans Examiner Engineer Zoning d, Correction Re- Insp'n Fee Type Insp'n Permit No. Name Address Company Phone # Inspection Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ib io e? `t" / jt5 ' A/C 9, ML: LG ENGINEERING SERVICES, INC. Consulting Engineers North Office: 7370 N.W. 36`h Street Suite 374 Miami, Florida 33166 Tel: (305) 994 -8128 Fax: (305) 994 -8135 M. I. S. Corporation 10220 Southwest 16 Street Miami, Florida 33165 Project: Dear Sirs; South Office: 13380 S.W. 131 Street Suite 120 Miami, Florida 33186 TILE UPLIFT TEST Mindes Residence 354 Northeast 91 Street Miami, Florida Information provided by client: Permit Number: 45835 Date Completion: February 8, 2000 Roofing Contractor: M. I. S. Corporation LG Engineering Services, Inc. Project Number: LG00 -0269 (Testing Laboratory Certificate #99- 0609.01) c•I•v•I•1 E•N•G•I•N•E•E•R February 14, 2000 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard RAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 5000 square feet, and the mean height of the roof is less than 20 feet above ground surface. The type of tile used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based. on our test results, we conclude that the installation of the roof tle at the; above referenced project meets the test requirement outlined <in the above: mentioned protocol Attached please find a copy of our test report for your review.> LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. Mohamad Sonny Sa ieh, .P. E. Project Manager TILE_UPLIEETEST Mindes Residence 354 Northeast 91 Street Miami, Florida Report of TILE UPLIFT TEST for Mindes Residence 354 Northeast 91 Street Miami, Florida Project Number: LGOO-0269 Test Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Test Load (lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGOO-0269, Page 1 Test Number Test: Load (lbf) Test Status 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inca -- Tile Uplift Test Result -- Project Number: LG00 -0269, Page 2 Test Number 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 Test Load ;(lbf) 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LGOO-0269, Page 3 North 6 c 13 c 3 5 9 I 62 4 4-0 1� Gi O 59 Li z9 to 31 ;° I 3 k-1 tt TO 53 St. ,A Yi. 'f 34 'PM ti3 41 $ 3f ; 1 '+5 Approximate Test Location ..................... LG Engineering Services, Inc. -- Tile U li Test Result -- Project Number: LGOO-0269, Page g 8 � Uplift J 8 e 4 MGAW SHORES VILLAGE BlP!.DING INSPECTION DEPARTMENT APPLIr../ TION 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. i / 7, Owner's Name and Address __�___ /_ office ___.__!-_ =1' ivJ es Registered Architect and /or Engineer. y- Name and address of licensed contractor a _0. / ?//V Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done Stat work to be done and purpose of building (by floors). 'e- R apF _. Sid w CeMewr s :N /0 New Building Remodeling To be constructed of Kind of foundation /3a Estimated Total cost of improvements $ (Signed) Subdivision L ,A/ d Peeri /11 Date___ No._ 4L e - s7- Casr 6y Addition Repairs Roof Covering 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 foi 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 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 s .- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ' t' = - o ; the s f the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such to be perfo -d under this permit, as are licensed by Miami Shores Village. Remarks - (Signed) STATE OF FLORIDA, COUNTY OF DADE. J 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. Disapproved _ _ _ Date Notary Public, State of Florida Building Inspector My Commission Expires__ PLANNING BOARD.. __ . DATE Chairman Member Member Member Member ..._ _ Member Council Approved Date Disapproved Street__W_ A/. (,i/ ,19 S T 1 ST and for no other purpose. No. of Stories Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has hecn obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper not -c for inso, . :ion or faulty materials and /or workmanship.