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RF-11-14821 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RC- 11- 10 L� Inspection Number: INSP- 172521 Permit Number: RF -8 -11 -1482 Scheduled Inspection Date: May 25, 2012 Inspector: Bruhn, Norman Owner: MEHTA, SAILESH Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (305)491 -5729 Parcel Number 1122310150010 Building Department Comments NEW TILE ROOF OVER UTILITY AREA Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 169898. CREATED AS REINSPECTION FOR INSP- 163255. Roof flashing and tile are not per code. NB Same comments, cancelled in field with owner. NB May 24, 2012 For Inspections please call: (305)762 -4949 Page 5 of 10 t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FLitiRcil Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163252 Permit Number: RF -8 -11 -1482 Scheduled Inspection Date: January 10, 2012 Inspector: Bruhn, Norman Owner: MEHTA, SAILESH Job Address: 10480 NE 5 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Roof Inspection Type: Tin Cap Work Classification: Flat Phone Number (305)491 -5729 Parcel Number 1122310150010 Building Department Comments NEW TILE ROOF OVER UTILITY AREA Infractio Passed Comments TIN CAP SPACEING False Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 09, 2012 For Inspections please call: (305)762-4949 Page 3 of 25 MSV Permit # RF -8 -11 -1482 DATE: /2/2e) of INSPECTION AFFIDAVIT Date: // c /2o I I Time (� , ®co Inspection Engineer: Property Owner: Job Site Daniel Lopez P.E. License #: FL. P.E. 69761 Sailesh Mehta 10480 NE 5 Ave. Miami Shores, FI. 33138 I, Daniel Lopez, licensed as an Engineer, located at 19341 Sterling Drive Miami, FI. 33157, Phone 305 - 970 -5201, at the request of the owner did personally conduct a visual Roof inspection for the following items at the above reference job site address. 1. Roof Sheathing 2. Nail Based upon that inspection examination I have determined the installation was done according to the Florida Building Code & Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Si jnture Daniel Lopez MSV Permit # RF -8 -11 -1482 DATE: / 2/2 4o/ Inspection Engineer: INSPECTION AFFIDAVIT Date Vi 0/20 / 1 Daniel Lopez P.E. License #: FL. P.E. 69761 Property Owner: Job Site Sailesh Mehta 10480 NE 5 Ave. Miami Shores, FI. 33138 I, Daniel Lopez, licensed as an Engineer, located at 19341 Sterling Drive Miami, FI. 33157, Phone 305- 970 -5201 at the request of the owner did personally conduct a visual Roof inspection for the following items at the above reference job site address. 1. Cap Sheet 2. Tin Cap 3. Mop in Progress Based upon that inspection examination I have determined the installation was done according to the Florida Building Code Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Danig' Lopez hi i r• - mr,,�,,,a B I DING PERMIT APPLICATION FBC zoffl Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 Permit Type: BUILDING ROOFING Permit No. Master Permit No.PC-211- r 101 4 RECRE AUG 1 2 2011 BY: ... 1F11--121-S7- Owner's Name (Fee Simple Titleholder) .A Lt✓S4i -r7 iLt Phone # Owner's Address ® c i4 4 City it'( A-.M. } State Z Zip 3. 1.3 Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Villa • e Phone # FOLIO / PARCEL # County Miami-Dade Zip 33 ! g Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Name NO, State Phone # Flood Zone zip 3313 Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone Architect/Engineer's Name (if applicable) Value of Work For this Permit $ E -mail Phone # aco Square / Linear Footage Of Work: r 3 7 VI Type of Work: (%ddition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: (1-.00t% t LITt **** ** * *r * * * * * *** * * * * *** * * ** ** * * * * * ** Fees * * * * ** * * ** *, ** *x *, * * * *x * * ** * ** * * * *x * *x ** ** Submittal Fee $ Permit Fee $ /t) d °k) CCF $ CO /CC $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ /040 c4) Violation date: Structural Review. • d` Total Fee Now Due $ 20&10(") See Reverse side - * Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a hopy of the notice of commencement and construction lien lam' brochure will be delivered to the person whose properly is subject to tiittachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs- seven• (7) days after the building permit is issued in -the absence of such posted notice, the inspection will not be approved and a reinsppection fee will be charged. Signature The for �in, day of who is perso Signature J� Owner or Agent _ — Contractor,-' ent was ac wj dge before a 's d The foregoing instrument was acknowledged before me this �� 1 g g g ,20 fl, by �� 1 � t) , day of ,20,by lly known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOT ' LIC: � NOTARY PUBLIC: Sign: Print: My Commission Expires: 'ON c Ca' :3 01+1= � 4 Plans Examiner Zoning Sign: Print: My Commission Expires: APPROVED BY Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Sketch Include parapets. lomma SEP 31'it'f1r » , Miami Shores Village APPROVED BV DATE ZONING DEPT Building Code Edition 2800'77n �/ rricane Zone Uniform Permit AppIIc Jfl 3 nR EPT /�/ Master Perm No. > .............� o� "--I TT Contractor's Name Le-g1-0 eiVrtrat Job Address tke4T3 E e- S BJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Process No. ❑ Low Slope ❑ Asphaltic Shingles ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Sectlol{Roof plan) rate ° le Is and sections, roof drains, scuppers, overflow scuppers and overflow drains. levels, clearly identify dimensions of elevated pressure zones and location of Total (S �e ir FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Spctior JStaftp Sloped Roof System) Roof System Manufacturer: klr u s 4, 60,911 Notice of Acceptance Number: ®--) DI ► c? 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or CalculationsIS1: )• `) 4 P2: /6 .: ‘ P3: t cry •( Maximum Design Pressure (From the Product Approval Specific System): 66 e „ Roof Slope: : 12 ,Stepp SInperi Rnof System nescriptinn \ Deck Type: Type Underlayment: Insulation: Wci Ridge Ventilation? PO Fire Barrier: Mean Roof Height: 1 V tt Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurrican no Uniform Permit Application Form. Sectio Tile Calculations} For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Me 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 Tile Calculations Per RAS 127" (P1: - o f• sa x),, a�i ,, ) - Mg: ° � = Mri °,c > Product Approval Mr (P2: PJ - x) �► 1 ) - Mg: P ` = Ma , Product Approval Mf 46 `) (P31) 6.A. Zyi ) - Mg: = Mr3 1 C ` V/ Product Approval Mf ° 3 Method 2 "Simplified The Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below , Product Approval Mr Mean Roof Height -' Roof Slope 4, 15' M, reguired Moment Resistance* 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 6:12 28A 30.1 31.8 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *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 Fr. If the F'values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pl: x L = x w: = _J - W: x cos 0 = Fri Product Approval F' (P2: x L = x w: = _) - W: x cos 0 = Fe Product Approval F' (P3: x L = x w: = _) - W: x cos 0 = F 3 Product Approval Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analvsis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M8 Calculated Minimum Attarh,nent Resistance r Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the a. reement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be w. renail' in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or o r should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the apeearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the on ' al roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structure assembly (the building itself). The existing amount of attic ventilation shall not be re. -d. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Contractor Signature Date Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: A3k`e1.- Property Address: t £� Date: 121 11 Roofing Permit Number: Dear Building Official: 1 SA / L51 IrtC---erePt— certify that I have improved the roof to wall connections of the referenced property as',-quired by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopte. Florida Building Commission by Rule 9B -3.047 F.A.C. if "Or- Signatu - Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this day of 20 Notary Public, Sate of Florida at Large (SEAL) FINAL COMPLIANCE Revised on 5/21/2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: `-�� "➢ �' $"`�� Property Address: k 0 at 0-se-, S Roofing Permit Number: Dear Building Official: 1 t m certify that I am not required to retrofit the roof to wall connections of my buildin because: he just valuation for the structure for purpose of ad valorem taxation is less than 300 000.00. Please attach proof just p rp $ p of ad valorefB taxation. he buildi was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition o - outh Florida Building Code (1994 SFBC) Date: cl (2-1( 1 c)ltra �� 't\.£11,- 1/aC Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of Notary Public, Sate of Florida at Large • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 MIAMI DBE C U.NTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/building/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Modified Bitumen Roof System Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 08- 0827.18 and consists of pages 1 through 34. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 1 of 34 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Materials Deck Tvpe: Maximum Design TRADE NAMES Product Polyflex Polyflex G Polyflex G FR Polybond Polybond G Elastoflex S6 Elastoflex S6 G Elastoflex S6 G FR Roofing Modified Bitumen SBS /APP/TPO Wood Pressure -112.5 psf OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: BLE 1 Test SpecificaTAtion ASTM D 6222 Dimensions 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 32' 10" x 3' 3 -3/8" ASTM D 6222 Type I 32' 10" x 3' 3 -3/8" ASTM D 6164 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" MIAMI ADE COUNTY APPROVED ASTM D 6164 ASTM D 6164 Product Description Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a smooth or sanded top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a polyethylene or sanded top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 2 of 34 Product Elastoshield TSG Elastoshield TSG FR Elastoflex V Polyfresko Mop Dimensions 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" Polyfresko Mop 32' 10" FR Polyfresko Torch Polyfresko Torch FR Elastobase Elastobase P Cold Process Adhesive PG100 Asphalt Primer PG350 Mod Bit Adhesive PG400 Plastic Roof Cement 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 32' 10" x 3' 3 -3/8" 65' 2" x 3' 3 -3/8" 65' 2" x 3' 3 -3/8" 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal, tube or 17 oz. spray can 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube Test Specification ASTM D 6164 ASTM D 6164 ASTM D 6163 ASTM D 6164 ASTM D 6164 ASTM D 6222 ASTM D 6222 ASTM D 6163 Type I ASTM D 6164 ASTM D3019 Type III ASTM D41 ASTM D3019 Type III ASTM D4586 ASTM D3409 Product Description Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch, hot asphalt or cold adhesive applied, fiberglass reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a sanded top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface. Torch, hot asphalt or cold adhesive applied, polyester reinforced, SBS modified bitumen membrane with a burn off polyethylene or sanded back face and a granule top surface and fire retardant chemistry. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface. Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a granule top surface and fire retardant chemistry. SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. A fibered cold process adhesive for use with roll or BUR roofing. A penetrating solution of solvent and a blend of selected asphalts used to promote adhesion. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement for use in dry or damp conditions. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 3 of 34 Product PG425 Wet/Dry Roof Cement PG450 Flashing Cement PG500 MB Flashing Cement Polyplus 35 Premium Mod Bit Adhesive Polyplus 45 Premium Flashing Cement Polyplus 50 Premium MB Flashing Cement Polyplus 55 Premium Modified Flashing Cement Dimensions 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1, 3, 5, 50, 55 gal. or tube 1,3,5,50,55 gal. Test Specification ASTM D4586 ASTM D3409 ASTM D4586 ASTM D4586 ASTM D3019 Type III ASTM D4586 Product Description A thick, fibered, rubberized flashing cement for use in dry or damp conditions. A thick, fibered, rubberized flashing cement. A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. A fibered rubberized adhesive designed for use with modified bitumen membranes. A thick, fibered, rubberized flashing cement. ASTM D4586 A thick, fibered, rubberized flashing cement for use with modified bitumen membranes. ASTM D4586 A mastic compound for use as a roof flashing or tube adhesive. APPROVED INSULATIONS: Product Name POLYTHERM POLYTHERM Composite ACFoam II, ACFoam III High Density Wood Fiberboard Perlite Insulation Type X Gypsum Dens -Deck or Dens Deck Prime Fesco Board H- Shield ENRGY -3 Multi- Max -3, Multi -Max FA -3 Securock TABLE 2 Product Description Polyisocyanurate foam insulation Polylso /perlite composite insulation. Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Fire resistant rated gypsum. Gypsum insulation board Rigid perlite roof insulation board. Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Fiber reinforced coverboard Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Energy Products Generic Generic Generic Georgia - Pacific Johns Manville Hunter Panels, LLC Johns Manville Corp. RMax, Inc. USG NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 4 of 34 APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. Product Name Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 & #14 Roofgrip Metal Plate Plastic Plate Tru -Fast HD Tru -Fast Plates 9. Tru -Fast Plates APPROVED SURFACING: Number Product Name 1. PG200 Non - Fibered Roof Coating 2. PG300 Fibered Roof Coating 3. PG600 Non - Fibered Aluminum Roof Coating 4. PG650 Fibered Aluminum Roof Coating TABLE 3 Product Description Insulation fastener for wood, steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation and membrane fastener Galvalume AZ50 stress plate Polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Polyethylene plastic plate TABLE 4 Product Description A non fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered 11/2-2 gal/sq roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non - fibered aluminum roof coating. Dimensions 2'/ s " X 3 '/4" 3" x 3 ' /4" Various Manufacturer, (With Current NOA) SFS Intec SFS Intec SFS Intec OMG 3" square OMG 3.2" round OMG The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. Application Rate 1' /z -2 gal/sq Fibered aluminum roof coating. 1/2-1 gal/sq 11/2-2 gal/sq Specification TAS 140 ASTM D4479 ASTM D2824 Type I ASTM D2824 Type III Manufacturer Polyglass USA, Inc Polyglass USA, Inc. Polyglass USA, Inc. Polyglass USA, Inc. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 5 of 34 APPROVED SURFACING: Number Product Name 5. PG700 White Reflective Roof Coating 6. PG800 Non - Fibered Asphalt Emulsion Roof Coating 7. PG850 Fibered Asphalt Emulsion Roof Coating 8. Polyplus 65 Premium Fibered Aluminum Roof Coating 9. Polyplus 60 Premium Non - Fibered Aluminum Roof Coating 10. Polybrite 70 White Elastomeric Roof Coating 11. Mule -Hide 111 Non - Fibrated Roof Coating 12. Mule -Hide 102 Fibrated Roof Coating 13. Mule -Hide 416 Standard Non - Fibrated Aluminum Roof Coating TABLE 4 Product Description, A premium white elastomeric acrylic based roof coating (water - based). A polyester fabric may be used for reinforcement with this coating. An asphalt based, non- fibered clay emulsion An asphalt base, fibered clay emulsion Fibered aluminum roof coating. Non-fibered aluminum roof coating. A premium white elastomeric acrylic based roof coating (water- based). A polyester fabric may be used for reinforcement with this coating. A non-fibered asphaltic coating used to add life and rejuvenate existing BUR roofing substrates. An asphalt cutback fibered roof coating. May be applied by brush or spray equipment to rejuvenate aged BUR Non-fibered aluminum roof coating. Application Rate Specification Manufacturer 1-1Y2 gal/sq ASTM D6083 Polyglass USA, Inc. 3 gal/sq in ASTM D1227 Polyglass two coats USA, Inc. 3 gal/sq in ASTM D1227 Polyglass two coats USA, Inc. 11/2-2 gal/sq ASTM D2824 Polyglass Type III USA, Inc. %2 -1 gal/sq ASTM D2824 Polyglass Type I USA, Inc. 1 -1Y2 gal/sq ASTM D6083 Polyglass USA, Inc. 11/2-2 gal/sq TAS 140 Mule -Hide Products Co., Inc. 1Y2-2 gal/sq ASTM D4479 Mule -Hide Products Co., Inc. Y2 -1 gal/sq ASTM D2824 Mule -Hide Type I Products Co., Inc. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 6 of 34 APPROVED SURFACING: Number Product Name 14. Mule -Hide 406 Standard Fibrated Aluminum Roof Coating 15. Mule -Hide 401 Premium Fibrated Aluminum Roof Coating 16. Mule -Hide 410 Premium Non - Fibrated Aluminum Roof Coating 17. Mule -Hide 311 Emulsion Non - Fibrated 18. Mule -Hide 301 Emulsion Fibrated 19. Gravel 20. Slag TABLE 4 Product Description, Fibrated aluminum roof coating. Fibrated aluminum roof coating. Non - fibered aluminum roof coating. An asphalt base, non- fibered clay emulsion An asphalt base, fibered clay emulsion To be installed in a flood coat of approved asphalt at 60 lbs /sq To be installed in a flood coat of approved asphalt at 60 lbs /sq Application Rate Specification Manufacturer 11/2-2 gal/sq ASTM D2824 Type III 11/2-2 gal/sq ASTM D2824 Type III 1/2-1 gal/sq 3 gal/sq in two coats 3 gal/sq in two coats 400 lbs /sq 300 lbs /sq ASTM D2824 Type I ASTM D1227 ASTM D1227 N/A N/A Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Mule -Hide Products Co., Inc. Generic Generic NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 7 of 34 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corporation Underwriters Laboratory Trintiy 1 ERD PRI Asphalt Technologies Test Name/Report Report No. Date 4470 J.I. 2W7A7.AM 08.04.94 4470 J.I. 3001334 02.15.00 4470 J.I.3000857 01.12.00 4470 J.I. 3004091 01.12.00 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 117(B) -ASTM D6862 ASTM D 6164 / D 6222 ASTM D6222 ASTM D6163 00NK20869 06.08.00 #11751.05.03 05.30.03 11757.12.00 -1 12.01.00 11757.04.01 -1 04.27.01 #11758.08.03 08.11.03 #P1738.02.07 02.05.07 C8500SC.11.07 11.30.07 P10490.08.08 08.14.08 PUSA- 062 -02 -01 12.04.07 PUSA- 064 -02 -02 02.27.08 NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 8 of 34 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 screws at 6" o.c. System Type A(1): All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System limitations apply. One or more layers of the following: Anchor Sheet: One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Fastening: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Base Insulation Laver (Optional) Any approved Polyisocyanurate Minimum 1" thick Top Insulation Laver Dens Deck, Dens Deck Prime, Securock Minimum 1A" thick Fesco Board Minimum %" thick High Density Wood Fiber Minimum %" thick Insulation Fasteners Fastener (Table 3) Density /ft2 N/A N/A Insulation Fasteners Fastener. (Table 3) Density /ft2 N/A N/A N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top Layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Ply Sheet: (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex 56, Elastoflex V, Elastoflex V 2.5, Polybond or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 9 of 34 Membrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General Limitation #7) NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 10 of 34 Deck Type 1I: Deck Description: System Type A(2): Wood, insulated 19/32" or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 screws at 6" o.c. All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. One or more layers of the following: Anchor Sheet: Fastening: One ply of CertainTeed GlasBase, Polyglass Base, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Base Insulation Laver (Optional) Insulation Fasteners, Fastener, (Table 3) Density /ft2 Any approved Polyisocyanurate Minimum 1" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 Ibs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Top Insulation Layer Fesco Board Minimum 3/4" thick High Density Wood Fiber Minimum %Z" thick Dens Deck, Dens Deck Prime, Securock Minimum ' /a" thick Insulation Fasteners Fastener (Table 3) Densit_v /ft& N/A N/A N/A N/A N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 11 of 34 Ply Sheet: Membrane: (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the ENT range and at a rate of 20-40 lbs. /sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex 56, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General Limitation #7) MIAMI DADE COUNTY APPROVED NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 12 of 34 Deck Type 1I: Deck Description: System Type A(3): Wood, Insulated 19/32" or greater plywood or wood plank. All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. One or more layers of the following: Anchor Sheet: One ply of CertainTeed GlasBase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Fastening #2: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Base Insulation Laver (Optional) Insulation Fasteners Fastener (Table 3) Density /ft2 Any approved Polyisocyanurate Minimum 1" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Top Insulation Laver Fesco Board Minimum 3/4" thick High Density Wood Fiber Minimum %z" thick Dens Deck, Dens Deck Prime, Securock Minimum '4" thick Insulation Fasteners Fastener (Table 3) Density /ft2 N/A N/A N/A N/A N/A N/A NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 13 of 34 Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20 -40 Ibs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Ply Sheet: Membrane: (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General Limitation #7) (.71773"171. APPROVED NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 14 of 34 Deck Type 1I: Deck Description: System Type A(4): Wood, Insulated 19/32° or greater plywood or wood plank. All insulation layers are adhered to a mechanically attached anchor sheet. Membrane is subsequently adhered to insulation. All General and System Limitations apply. Anchor Sheet: One ply of Elastobase or Elastobase P fastened as below: Fastening: 12 ga. annular ring shank nails and 1 -5/8" tin -caps attached 6" o.c. in 4" lap and 6" o.c. in four equally spaced staggered center rows. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener (Table 3) Density /ft2 ACFoam II, ACFoam III, H- Shield, H- Shield CG, Multi-Max FA3, or ENRGY -3 Minimum 1" thick N/A N/A Insulation: Ply Sheet: Membrane: Adhered with WeatherTite One -Step Foamable Adhesive, OlyBond 500, Insta- Stick or TITESET applied in continuous rows 12" o.c. (Optional) One ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General Limitation #7.) NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 15 of 34 Deck Type 1I: Deck Description: System Type B(1): Wood, Insulated 19/32° or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 screws at 6" o.c. Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY -3, H- Shield or Polytherm Minimum 1.5" thick 1 or 7 1:1.33 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Laver (Optional) Insulation Fasteners Fastener (Table 3) Densitv /ft2 Fesco Board Minimum %" thick N/A N/A High Density Wood Fiber Minimum Y2" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20 -40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: Ply Sheet: Membrane: (Optional if using ply sheet in hot asphalt) One or more plies of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. (Optional if using base sheet in hot asphalt) One or more plies of Polybond, or Polyflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboard in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of Polyflex, Polyflex G, Polyflex G N'R, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 16 of 34 Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General Limitation #7) NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 17 of 34 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type B(2): Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations apply. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener (Table 3) Density /ft2 ENRGY -3, H- Shield or Polytherm Minimum 1.5" thick l or 7 1:1.33 ft2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Top Insulation Laver (Optional) Fesco Board Minimum 3 /a" thick High Density Wood Fiber Minimum 'h" thick Insulation Fasteners Fastener (Table 3) Density /ft2 N/A N/A N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs /100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: Ply Sheet: Membrane: (Optional if using ply sheet in hot asphalt) One or more plies of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional if using base sheet in hot asphalt) One or more plies of Polybond, or Polyflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the insulation in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 18 of 34 Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General Limitation #7) NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 19 of 34 Deck Type 1I: Wood, Insulated Deck Description: 19132" or greater plywood or wood plank, fastened with wood screws at 6" o.c. System Type C(1): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently adhered to insulation. All General and System Limitations apply. One or more layers of the following: Base Insulation Laver (Optional) Insulation Fasteners Fastener. (Table 3) Density /ft2 Any approved Polyisocyanurate Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Laver High Density Wood Fiber Minimum Y2" thick Dens Deck, Dens Deck Prime, Securock Minimum VP thick Insulation Fasteners Fastener (Table 3) Density /ft2 1 1:1.33 ft2 1 1:1.33 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofmg Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: (Optional if using ply sheet in hot asphalt) One or more plies of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional if using base sheet in hot asphalt) One or more plies of Polybond, or Polyflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the coverboard in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 20 of 34 Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -82.5 psf; (See General Limitation #7) MIAMI.DADE COUNTY APPROVED NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 21 of 34 Deck Type 1I: Wood, Insulated Deck Description: 19/32° or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. System Type C(2): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently adhered to insulation. All General and System Limitations apply. One or more layers of the following: Base Insulation Laver (Optional) Insulation Fasteners Fastener (Table 3) Density /ft2 Any approved Polyisocyanurate Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Laver High Density Wood Fiber Minimum 1/2" thick Dens Deck, Dens Deck Prime, Securock Minimum 1/4" thick Insulation Fasteners Fastener (Table 3) Density /ft2 1 1:1.33 ft2 1 1:1.33 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: (Optional if using ply sheet in hot asphalt) One or more plies of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional if using base sheet in hot asphalt) One ply of Polybond, or Polyflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the insulation in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 22 of 34 Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -67.5 psf; (See General Limitation #7) NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 23 of 34 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type C(3): All layers of insulation are mechanically attached to roof deck. Membrane is subsequently adhered to insulation. All General and System Limitations apply. One or more layers of the following: Base Insulation Laver (Optional) Insulation Fasteners Fastener (Table 3) Density /ft2 Any approved Polyisocyanurate Minimum 1.5" thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer High Density Wood Fiber Minimum %" thick Dens Deck, Dens Deck Prime, Securock Minimum 1/4" thick Insulation Fasteners Fastener (Table 3) Density /ft2 1 1:1.33 ft2 1 1:133 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: (Optional if using ply sheet in hot asphalt) One or more plies of Elastobase, Modibase, Perma Ply No. 28 or GAFGLAS #75 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. (Optional if using base sheet in hot asphalt) One or more plies of Polybond, or Polyflex torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V or Elastoflex V 2.5 or one to more plies of Type IV or VI ply sheet adhered to the insulation in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 24 of 34 Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General Limitation #7) NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 25 of 34 Deck Type 1I: Deck Description: System Type D(1): Wood, Insulated 19/32" or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 screws at 6" o.c. All layers of insulation and base sheet mechanically fastened. All General and System Limitations apply. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener (Table 3) Density /ft2 Any approved Polyisocyanurate Minimum 1" thick N/A N/A Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density /ft2 Fesco Board Minimum 3/4" thick N/A N/A High Density Wood Fiber Minimum %" thick N/A N/A Dens Deck, Dens Deck Prime, Securock Minimum 1 /4" thick N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: One or more plies of Elastobase or Elastobase P fastened to the deck as described below: Fastening: Ply Sheet: Membrane: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One or more plies of Polyflex, or Polybond torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 26 of 34 Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General limitation #7) NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 27 of 34 Deck Type 1I: Wood, Insulated Deck Description: 19/32° or greater plywood or wood plank. System Type D(2): All layers of insulation and base sheet mechanically fastened. All General and System Limitations apply. One or more layers of the following: Base Insulation Laver Insulation Fasteners Fastener (Table 3) Density /ft2 Any approved Polyisocyanurate Minimum 1" thick N/A N/A Top Insulation Laver (Optional) Insulation Fasteners Fastener (Table 3) Density /ft2 Fesco Board Minimum 3/4" thick N/A N/A High Density Wood Fiber Minimum 1/2" thick Dens Deck, Dens Deck Prime, Securock Minimum '4" thick N/A N/A N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: Fastening Ply Sheet: Membrane: MANMADE COUNTY APPROVED One or more plies of CertainTeed GlasBase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. (Optional) One or more plies of Polyflex, or Polybond torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 28 of 34 Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General Limitation #7) NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 29 of 34 Deck Type 1: Wood, Non - Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 wood screws at 6" o.c. System Type E(1): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase Poly /Sand, Sand/Sand fastened to the deck as described below: Fastening: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One or more plies of Polyflex, or Polybond torch applied or one ply of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, or Elastoflex V 2.5 or one or more plies of Type W or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General Limitation #7) NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 30 of 34 Deck Type 1: Wood, Non - Insulated Deck Description: 119/32" or greater plywood or wood plank, fastened with 8d common nails at 4" o.c. or #8 wood screws at 6" o.c. System Type E(2): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of CertainTeed GlasBase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One or more plies of Elastobase, Modibase, Perma Ply No. 28, Elastoflex 56, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -60 psf; (See General Limitation #7) vi i- • APPROVED NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 31 of 34 Deck Type 1: Wood, Non - Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type E(3): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of CertainTeed GlasBase, Polyglass Base, Elastobase, Firestone MB Base, JM Perma -Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to the deck as described below: Fastening #1: Attach base sheet using 11 ga. annular ring shank and 1 -5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Fastening #2: Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates, Dekfast #14 with Hex Plates or Tru -Fast HD with MP -3 Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet. Ply Sheet: (Optional) One or more plies of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type W or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. Membrane: One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -52.5 psf; (See General Limitation #7) NOA No.: 11 -0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 32 of 34 Deck Type 1: Wood, Non - Insulated Deck Description: 19,32" or greater plywood or wood plank. System Type E(4): Base sheet is mechanically attached to roof deck. All General and System Limitations apply. Base Sheet: One ply of Elastobase or Elastobase P fastened to the deck as described below: Fastening: 11 ga. Annular ring shanked nails and 1 -5/8" tin -caps 6" o.c. in 4" lap and 6" o.c. in four equally spaced staggered rows. Tin -caps are primed with PG100 primer. Ply Sheet: Membrane: (Optional) One or more plies of Elastobase, Modibase, Perma Ply No. 28, Elastoflex S6, Elastoflex V, Elastoflex V 2.5 or one or more plies of Type W or VI ply sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of Polyflex, Polyflex G, Polyflex G FR, Polyfresko Torch, Polyfresko Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex 56, Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR, Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied. Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain desired coating or required fire classification. Maximum Design Pressure: -112.5 psf; (See General Limitation #7) NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 33 of 34 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically 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 to 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.) END OF THIS ACCEPTANCE NOA No.: 11- 0621.07 Expiration Date: 09/13/12 Approval Date: 09/15/11 Page 34 of 34 MMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISSION NOTICE OF ACCEPTANCE (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 Clay Forever, LLC 6801 NW 77a` Avenue Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altura "S" Clay Roof rile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06 -0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Altusa One Piece `5' Tile Trim Pieces Clip Clip Dimensions L= 18',4" W = 10.5" 'h" thick nominal 3.25" high Length: varies Width: varies varying thickness L = 6" D= 0.125" L &h =2" W ='/i" 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Test Product Specifications Ilescription TAS 112 TAS 112 TAS 114 TAS 114 Test Identifier 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-'/z" Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Test Name/Report Date ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain • Oct. 1994 TAS 100 TAS 102(A) May 2000 NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identiiierr CLF-003-02 -01 7161 -03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 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 imderlayment 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altura One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Test Name/Report TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25-7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Date October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight- W'(Ibf) Length -I (ft) Width -w (ft) Altusa `S' Tile 6.9 1.52 0.875 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf Tile Profile Table 2: Aerodynamic Multipliers - X (ft3) 4": 12" Tile 6": 12" I►. (ft3) X (ft3) Battens Profile Battens Batten Application Direct Deck Application Altusa `S' Tile Battens Direct Deck 0.253 0.274 Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf Tile Profile 3": 12" or less 4": 12" 5 " :12" 6": 12" 7 ":12" or greater Altusa `S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Altusa 'V Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 . #8 Screw 28.7 28.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29:3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See c ip details) Altusa "S" Tile' 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa "S" Tile' 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw must be installed In the inside nail hole located nearest to the hump of the tile. NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 6: Attachment Mr (ft-lbf) Resistance Expressed as a Moment for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa 'S' Tile Adhesive 29.3d 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Potyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa '8' Tile Palyfoam PoIyProTM 66.54 Polytoam PolyProTM 38,7b 4 Large paddy placement of 83 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM. Table 8: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Altusa 'S' Tile Mortar Set 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". SIC SIC SIC ALTUSA MADE IN VENEZUELA SIC SIC SIC IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 PROFILE DRAWINGS ALTUSA `S' CLAY ROOF TILE 'SPANISH S° TILE BY ALTUS (TYP.) CLIP DETAILS 2 -1/2" OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK' CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 SCREW (HOLDS CUP ONTO DECK) 'SPANISH S" TILE BY ALTUSA CrTIN CLIP DETAILS (CON'T) 2 OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE CUP PLACEMENT DETAIL DECK ! 1 1/4" ! 1 W4° 3/4° END OF THIS ACCEPTANCE NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 7 of 7 MIAMI DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Bordeaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.minmidade.gov /build ins/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyset® One Roof Tile Adhesive LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement; "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOM 09- 0622.04 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 1 of 5 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: 07320 Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polyset® One as described below in this Notice of Acceptance, designed to comply with the Florida Building Code. For the locations where the pressure requirements, as determined by applicable building code, do not exceed the design pressure values; as obtained by calculations in compliance with RAS 127, using Polyset® One, and where the attachment calculations shall be done as an moment based system. PRODUCTS MANUFACTURED BY APPLICANT: Product Polyset® One dimensions Factory premixed canisters MANUFACTURING LOCATION: 1. Norton, OH. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content EVIDENCE SUBMITTED: Test Agency Southwest Research Institute PRI Construction Materials Technologies, Inc. Product Description Single component polyurethane foam roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.95 lbsfft 3 7.8 psi 15 PSI Parallel to rise 4.6 LbsJFt2 1.94 Perm / Inch +0.89% Volume Change ® 70° C., 2 Weeks 54,1% Test Identifier Test Name/Report 01- 1208 -025 ASTM E 108 FOP - 009-02 -10 Physical Properties FOP- 009 -02 -01 TAS -101 FOP - 009 -02-02 TAS -101 FOP - 009 -02-03 TAS -101 FOP - 009 -02-04 TAS -101 FOP-009-02-05 TAS -101 Date 06/16/98 12/14/10 11/8/10 11/4/10 11/8/10 11/8/10 11/8/10 NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 2 of 5 LINIITATIONS: I. Fire classification is not part of this acceptance. 2. Polyset® One can be used with flat, low, medium and high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polyset® One roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10A as modified herein. F'— MS W 2 INSTALLATION: I. Polyset® One may be used with any roof tile assembly having a current NOA that lists moment resistance values with the use of Polyset® One 2. Polyset® One 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 Polyset® One shall provide sufficient attachment resistance, expressed as a moment based system, to meet or exceed the moment resistance determined in compliance with Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyset® One roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Fomo Products, Inc. Polyset® One Operating instruction and Maintenance Booklet 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 5. Pressure treated wood fllcr block shall be required on all nave course of all tile profiles except on two pieces barrel tile. 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after Polyset® One has been dispensed. 7. Polyset® One placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Typical Placement Detail Weight per paddy (grams) Flat, Low & High Profile # 1 12 High Profile 2 -Piece Barrel # 2 12 LABELING: All Polyset® One containers shall comply with the Standard Conditions listed herein. MIAMFDADE+C • 1* APPROVED NOA No.: 10-1112.05 Explratlon Date: 01/03/16 Approval Date: 01/06/11 Page 3 of 5 BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAILS ■ BEAD IN TREPAN I:oNTINDOUB WITH AOHEBABEONOEON. CUT AWAY VIEW 1 PLACEMENT DETAIL # 1 NOA No.: 10-1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 4 of 5 ADHESIVE PLACEMENT DETAILS (CONTINUED) PLACEMENT DETAIL # 2 END OF THIS ACCEPTANCE NOA No.: 10- 1112.05 Expiration Date: 01/03/16 Approval Date: 01/06/11 Page 5 of 5 AUG 1 220„ V ti- FPL. *********************AUTO"5 -DIGff 33138 T62 P1 Sallesh Mehta 10480 NE 5th Ave Miami Shores, FL 33138 -2040 06/27/2011 ENERGY smart FLORIDA Account No: 6403188904 You're now part of a smarter grid Dear Sailesh Mehta, Our customers have told us that reliable and affordable electricity is what's important to them. And we're committed to delivering just that. Now, using state - of -the -art smart grid technologies, we're doing even more to keep your service reliability high and help you gain more control over your electric bill. We've replaced the meter on your property with a smart meter The new meter is an essential part of our commitment to building a stronger, smarter, cleaner and more efficient electric grid. Here's how we're putting these new technologies to work for you: A smarter, stronger grid for the way you live Smart technologies will help us keep your service reliability among the highest in the nation. They will make it possible for us to offer you a wide range of benefits in the future, including fewer power outages and faster service restoration when an outage rinse nrra it Mope information to help you take more control over the energy you use in addition, the new smart meter provides you with more information than ever More about the energy you use. Instead of waiting until you receive your monthly FPL bill to see how much electricity you have used, you can log on to our secure website and see how much energy you're using, as well as what you're spending for it, by the month, day or even by the hour. The meter is smart, but you're in control. If you so choose, you can use this information along with our Home Energy Survey and conservation tips, also on our website, to actively manage your energy use and save on your bill. Whether or not you choose to manage your energy use on www FPLcom, the smart meter provides other advantages to you, such as convenience. clue w 1 no longer need access toyourproperty to read the- meterbecause -the smart meter communicates remotely with FPL(We will still need occasional access for routine maintenance.) Learn more at www.FPLcom/smartmeter and sign up to receive a -mails with energy - saving tips. Sincerely, Marlene Santos Vice President of Customer Service Take the steps to reduce your energy and you'll be on your way to saving electricity and money. Page 1 of 1 FPL Correspondence FPL_Customer_Correspondence to: sailesh.mehta 06/24/2011 04:19 PM Sent by: FPL_Correspondence @fpl.com Please respond to FPL_Customer_Correspondence Show Details June 24, 2011 SAILESH MEHTA 10480 NE 5TH AVE MIAMI SHORES FL 33138 Re: BILL ACCOUNT #: 6403188904 10480 NE 5TH AVE MIAMI SHORES FL 33138 Dear Sailesh Mehta: Thank you for your recent concern with ensuring we get an accurate reading 011 your Smart Meter. Our records show, on May 26, 2011, we activated your area on a certified route. This means we have the ability to read your meter remotely and get actual meter readings every month without inconveniencing you (We will occasionally still need to access the meter to perform routine maintenance). Until the meter is activated, which can take several months, we will continue to read your meter in- person and will need to estimate your bill if we are unable to safely access and read your meter. iOn June 16, 2011, we were able to get an accurate remote reading: jIf you have recently enclosed your meter are and are concerned with providing FPL access to your meter area in the event we need to take a physical reading, please provide us with access instructions. Should you have any questions regarding this matter, please do not hesitate to contact us at 305 -442 -8770. Sincerely, FPL Customer Care Center file: / /C:\Documents and Settings\mo0155\Local Settings \Temp\notesClEE6A \— web3284.htm 6/24/2011 (pal Permit No: 11 -1014 Job Name: August 19, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) All permit applications must be submitted prior to any further review. The code design criteria are incorrect and the wind load design criteria are incomplete on plans. 3) Details 1 and 2 conflict. The existing beam is level but the roof is sloped. How will the out - lookers in detail one be attached to a level beam. e a separate roofing application. A complete HVHZ Roofing Application is required. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 FAA; a)5- --7b2. 08/22/2011 14:05 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 001. * * * * * * * * * * * * * * * * * * * ** *s* TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1697 RECIPIENT ADDRESS 93052527029 DESTINATION ID ST. TIME 08/22 14:04 TIME USE 01'05 PAGES SENT 3 RESULT OK Permit No: 11 -1014 Job Name: August 19, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) All permit applications must be submitted prior to any further review. 2) The code design criteria are incorrect and the wind load design criteria are incomplete on plans. 3) Details 1 and 2 conflict. The existing beam is level but the roof is sloped. How will the out - lookers in detail one be attached to a level beam. 4) Provide a separate roofing application. A complete HVHZ Roofing Application is required. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 FAA. aN,5-?5?‘ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. j l `') 01 4' Job Name ,j 7J Date81`tof'd STRUCTURAL CRITIQUE SHEET volt, G OPtr f hYV cH o eno watt. sect' 1 tin i --. r h o w f � a oh 7, ob • C gel riF a14d Ile PiIC 44 ie - sse),OecThe cff, each state of''toor if 34" wletortmore. ef oehwj /kacvnew oisNAr'e corghecpeala eke/ ` -- Ifer 1a Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -6 -11 -1014 VOgiX Issue Date: Not Issued Explres:NOt Issued Folio Number:1122310150010 Owner's Name: SAILESH MEHTA Job Address: 10480 5 Avenue Miami Shores, FL 33138- Owner's Phone: (305)491 -5729 Total Square Feet: 137 Total Job Valuation: $ 1,000.00 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/15/2011: Yes Comments: FLAT ROOFS THAT ARE VISIBLE FROM THE FRONT STREET ARE NOT ALLOWED. 8/15/11 NEW PLANS SHOW SLOPE ROOF OK Permit No: 11 -1014 Job Name: June 17, 2011 Miami Shores Village 9 Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 °-- 1) Impact fees must be paid with Miami Dade County planning and zoning. ,.2) All permit applications must be submitted prior to any further review. 3) Corrections for ZONING and electrical must be completed. 4) Provide the code design criteria and the wind load design criteria onplans. ` 5) Show the size of the existing door. 6) The roof sheathing details conflict. 7) The roofing material detail does not comply with the code. ' 8) Provide a separate roofing permit application. Page 1 of 1 NO FURTHER REVIEWS WILL BE COMPLETED UNTIL A ZONING APPROVAL IS ISSUED Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 CPA 24, I ,, _f, ruii:T co Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 PermitNO. RC -6 -11 -1014 Issue Date: Not Issued Expires:Not Issued Folio Number:1122310150010 Owner's Name: SAILESH MEHTA Job Address: 10480 5 Avenue Miami Shores, FL 33138- Owner's Phone: (305)491 -5729 Total Square Feet: 137 Total Job Valuation: $ 1,000.00 Planning and Zoning Criteria and Comments Approved: No Date Denied: 6/3/2011 Comments: FLAT ROOFS THAT ARE VISIBLE FROM THE FRONT STREET ARE NOT ALLOWED. Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: vcl1 -I0I4 DATE: 00*C--2 ada)011 ntractor w d'wner ❑ Architect Lt up 2 sets of plans and Address: 1 °i- er) O w \O) 000,6\ons_ From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: 8 PERMIT CLERK INITIAL: PERMIT #: (k (bly IVI iami Shores Viiia e 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: L ❑ Contractor -Owner ❑ Architect Picked up 2 sets of plans and (other) L(Z-a1,--C770Nr Address: /0 Li d'a A-7L- 1-WC From the building department on this date in order to have corrections done to plans And/or get County stam,'s.1 understand that the plans need to be brought back to Miami Shores Village Building Depa - it to continue permittin. - Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: ctl*D ii PERMIT CLERK INITIAL: