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RF-09-1657 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL C"V Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Numbe INSP- 126698 Permit Number: RF -10 -09 -1657 Scheduled Inspection Date: February 11, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: FADELY, CHARLES Work Classification: Tile /Flat Job Address: 280 NE 91 Street Miami Shores, FL 33138- Phone Number Parcel Number 113206019041 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments rE -ROOF TO A NEW TILE AND FLAT CAP SHEET ROOF. Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 10, 2010 For Inspections please call: (305)762 -4949 Page 4 of 29 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 # s Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLORIDA INTERNATIONAL ENGINEERING & IESTI LAS Miami -Dade Lab Certification # 07 -0612.11 - State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1591 Job Address: 2 '� l9t i�f �/f 6&-' Owner's ame : C��s .l�.D�L y Contractor: ��L `�'' t-1 �-� Permit Install Date: Type of Tile: Approx. Height Floor: r Type of Access: Scaffolds: Ladder. Slope: `/ Z Test date: ?® App. Sq.Ft. 'zf 1co Req. Force: 35 lbs. Testing Equipment. F.G.E. 100X.Shimpo Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test l7plift full Test Uplift PWI Test Uplift Pu i TVA uplil t P1a11 Test Uplift Pull Location Test (P or F) Location Test ( P or F) Location Test (P or F) Location Test (P or F) ', Location ..;. Tom. M, or F) 1 PAS6Z7b 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 a 44 64 84 5 25 45 65 85 6 26 E 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 i 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 1 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. R ally Sub By: Vinayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 - ob,Ad - dwm C-Agamr. Alit fill TA Am g �r I �fi �va f JJ F T 7 4- + / WW' SAft d 1 { Xing ':.....:.,... nlnM h; A te $ 10050 NE 2 °d Ave FAT 10 p. Miami Shores, A 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com RE: Permit# RF -10 -09 -1657 DATE: 12/3/2009 INSPECTION AFFIDAVIT I Carlos Arocho licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: 00001 7889 On or about Dec. 3, 2009 1 did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 280 N.E. 91 street Miami shore Fl 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this ay of 3 NOTARY PUBLIC•STATE OF FLORIDA h.arylou Hernandez Notary Public, Sate of Florida at Large #DD930046 ...... Expires; OCT 10, 2013 BONDED MRU An N BONDING Co., INC. *General, Building, Residential, or Roofing Contractors or any individual certified un er 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Miami Shores e Villa C� g Building Department FEB o 3 Zoo 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 . f ....s.._.. Tel: (305) 795.2204 Fax: (305) 756.8972 BY�..�s.. INSPECTION'S PHONE NUMBER: (305) 762,4949 BUILDING Permit No. RF -1 0 -09 -16 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING OOFIN Owner's Name (Fee Simple Titleholder) Charles Fadely Phone # ( 305) 796 - 4378 Owner's Address 280 N.E. 91 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 280 N . E . 91 Street City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11- 3206 - 0190 -410 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor Phone# ( 305) 953 -3333 Contractor's Address 13800 N. W. 1st Avenue City Miami State Florida Zip 33168 Qualifier Name Carlos Arocho Phone# ( 786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 017 8 8 9 ContactPhone Marylou or Carlos E -mail qualityroofing88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: Addition ❑Alteration [ ❑ Repair/Replace ❑ Demolition Describe Work: Revision Changed Tile — Hight Pitch Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training /Education Fee $ Technology Fee $ Scanning $ • Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ Ai-nn See Reverse side —� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) daps after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a r 'nspect'one will be charged. Signature =. ti's ` ` -'` Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this �� The foregoing instrument was acknowledged before me this day of _ �G, 20 �� 1i , by 1�1 e� trcw�¢,� day of , 20PQ, by l"cl w A , who is pers onally k nown to me or who has produced who is personall own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: . L " 4 -- Sign: Print: NOARY PUBLIC•ST1 E F FLORIDA pmt. ary u ernan ez Y p : Commission # DD930046 My Commission Expir,40TARY PUBLIC -STA M Commission Ex ire$• RIDA Expires: OCT. 0, 2013 Marylou Hernandez " p `Commission #DD930046 BONDED MRO ATLA. \TIC BONDING CM, INC. ,� ,,,., Expires: OCT. 10, 2013 APPROVED BY Examiner Zoning Engineer ` C checked e (Revised 07 /10 /07)(Revised 06/10/2009) L A • c ■■ SEEMS Enn ■ o'■//■■■■/■■■/■■■■■■■■■ a ■ /■■ ■a■■ / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■A■P"I[iFT ,i ■ /IY=Qro ■■/■ a/■■■■■■/■ /■■■■■■E■a# NEON a■■■■■■ /a■ ■aNONE ■/!`'„_ 1l "f■ r; 7 irk! ! . ! 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ENE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ Y■■lN■ / / ■ /lii■ ■ ■■ ■sa ■ ■ ■ ■1• ■ ■a■ ■■ ■ ■ ■ ■■ ■Marl ■ ■ ■ ■1Lsa■r ■■■■■ ■d ■I� ■■ **■ ■ ■:,a ■ ■■ ■ ■■//■■l i■■/■ / / ■ ■# ■ ■■■ ■ ■ / ■ ■ ■ ■' ■ ■ ■ ■ ■ ■' ■1, ■ ■a■ ■ ■ ■/■ ■■ ■aaa ■'! ■Z ■n II �1■Il■■�■■ in===== fl /■■//■■■■■■/■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■a■■ ■a■ ■ ■ ■ ■ ■ ■a 111PU nl/ail!1a!/ ■■ ■�a11 lii l■■■ N■/■ Noon ■■ /■ /■■■■ / ■ ■ ■ ■ ■ ■■■ /■ ■a■ ■■ ■■ ■a►1 +� ■■ I11rI�� ■a■wY /■■■■ / / ■ MEMO ■ ■/ ■aaa # ■ ■ ■ ■' aaa■■'■ moon■ ■a■■■ ■■■ ■a ■a v ■Y ■_� ■a''1 ■ll / ■/■ ■■■■/■#■■■/■■■■■/■■■■■■/■■■ a■'■■■■■■■ a /■ ■ ■ ■ ■ ■ # �� !! �� .G �� iaaa■■■ ■/■■ a■ a■/■■ ■■■■■ a■■■■///■■#/■■■■■■ ■■/■■■■■ /a■■■ � ■■c � ■■■tra■■■■■■■ ■■/■/■ ■//■//■■■/■■ a■■■■■/ ■■a■ /■■■■■/■■■■■ /�a■ ■ ■■ae ■mss■■■■■■■■ ■ aa■ ■/■■ a//■/■■■■■ s■■/■■■/■■■■■■■■ ■/■a�■■■a /a■■■a■a■■■■■■a■a■■■■■ ■/■■■ /■■■■ a■■■/■■■■■■■■■■■■■■■ a■■■ ■■■■ ■■■■■■■ ■a■■■■■■■■■■■ ■■■■■■■ iiiiiiiiiiiiiNONE iiiiiiiiiiiiiiiiiilaiiiiiii HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and identify Manufacture Attachment (if a component is not used, identify as ( "NA ") �- Field_ oc @Lap, # Rows- oc System Manufacture Perimeter_" oc @ Lap, # Rowse @--E-oc NOA No. r1&L2V D1 Comer_ ° oc @Lap, # Rows_ @-6—oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per Insulation maxi: – 3 Board Pmaxt. 2 $2 °6P 124. Field N/A Perimeter N A Comer N A Max. Design Pressure, From the Specific NOA System — Illustrate Components Noted and Deck: V� 1 X 6 Details as Applicable: Type: Woodblocking, Gutter, Edge Termination, Gauge/Thickness: N/A Slope 5 Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Anchor/Base Sheet & No of Ply(s) N/A Coping, Etc. Anchor /Base Sheet Fastener /Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, V/A Material Thickness, Fastener Type, Fastener Insulation Base Layer: /A_ Spacing, or Submit Manufacture Details h, Comply With RAS 111 and Chapter 1 Base Insulation Size and Thickness: NzA Base Insulation Fastener/Bonding Material: Top Insulation Layer: N/A 119 Top Insulation Size and Thickness: MIA Top Insulation Fastener/Bonding Material: X/A Parapet Height Base Sheet(s) & No. of Ply(s): .(1) BEM Base Sheet Fastener /Bonding Material: 1 1/4!' R/S nails - - r - Ply Sheet(s) & No. of 1 Ply(s): (2) plv 1V :n.x Ply Sheet Fastener /Bonding Material ,, He Hei TWe 111 Mgping t Top Ply: NNiixptat Six - Bred Cap 3�eet Top Ply Fastener /Bonding material: e9 -v Jape 111 mogd rJ malt Surfacing N/A FLORIDA BUILDING CODE - RESIDENTIAL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) e ij&4 Roof System Manufacturer: U.S. Tile Notice of Acceptance Number: 05-1019.02 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculati0 -47.3 P2: -82.3 P3: -121.8 Maximum Design Pressure (From the Product Approval Specific System): 66.5 Steep Sloped Roof System Description Deck Type: wood 1 X 6 Type Underlayment: ( 1) 301 b. A D -226 Roof Slope: / - _ 3 a 12 ✓ - - - : - Insulation: N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing: 1 1/4" R / S nails 6" 0 /c @ laps N/ A - -- - - - - - - - - AdhesiveType: Peel & stick Type Cap Sheet: Polystick TU the unde layment Mean Roof Height: 25 Roof Covering: Caribbean S Clay Tile Type & Size Drip Edge: 3 X 3 26ga . galvanized 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M If the Mf values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (P I : - 47. 3 ,378 5.54 = Mrt 12.3 Prt,dnet Approval M 66. (P,' -82. a. 378 = 31 .1 1- Mg: 5.54 Mr2 25.5 Product Approval M 66. (, 121. i. 378 = 46.0 Mg: 5.54 Mr, 40.5 Product Approval Mt 66. Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M M required Moment Resistance* Mean Roof Height Roof Slope 15' 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 5:12 28.4 1 30.1 1 31.6 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 the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x L = x w: _ ) - W: x cos FI = Frl Product Approval F' (P,: x L = x w: _ ) - W: x cos H = F Product Approval F' (P x L = x w: _ ) - W: x cos FI - =F,3 - Product Approval F" Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127'rable 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier i, Product Approval Restoring Moment due to M Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 MM 1 DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGI.ER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 U.S. Tile 11403 NW 39 Street Miami, FL. 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Caribbean `S' Clay Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 1019.02 Expiration Date: 04 /13/11 Approval Date: 04/13/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Ca o : Roofing Sub- Category: 07320 Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a new roofing system using "Caribbean `S' Clay Tile" as manufactured by U.S. Tile 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 Test Product Applicant Dimensions Specifications Description Caribbean `S' Tile N/A ASTM C1167 High profile clay roof tile. For direct deck or battened nail -on applications. Trim Pieces 1= varies ASTM C1167 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies UST- 003 -02 -01 ASTM C 1167 Sept. 2005 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) Redland Technologies P09647 -01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails ` The Center for Applied 94 -083 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 25- 7094 -(3, 6 & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 a NOA No.: 05- 1019.02 Y Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 2 of 6 The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Nov. 1994 Engineering, Inc. PA 102 The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 The Center for Applied 25-7214-(3,4, &7) Static Uplift Testing March, 1995 Engineering, Inc. PA 102 The Center for Applied 25- 7804 -4 Static Uplift Testing Sep. 1996 Engineering, Inc. PA 102 Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998 Testing Services PA 101 Celotex Corporation 520191 -2 -1 Static Uplift Testing March 1999 Testing Services PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 I , 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 PA 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4 1 NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04113/06 Page 3 of 6 4. INSTALLATION 4.1 U.S. Tile Co. and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Caribbean 'S' Tile 8.3 1.54 1.02 The Table 2: Aerod namic Multi tiers -A ft A (ft Profile Batten A A (ft lication Direct Deck A lication Caribbean `S' Tile 0.349 0.378 Table 3: Restorin Moments due to Gravi - M ft -lb Tile 3 ":12" 4 ":12" 5":12" 6":12" Profile Greater than Caribbean 'S' Battens Direct Battens Direct Battens Direct Battens Direct Battens 1 Direct Tile Deck Deck Deck Deck Deck N/A 5.65 N/A 5.54 1 5.41 N/A 5.25 N/A 5.09 Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Nail -On S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Caribbean 2 -10d Rin Shank Nails 28.6 41.2 `S' Tile 1 -10d Smooth or Screw N/A 5.1 6.8 NIA Shank - Nail 2 -10d Smooth or Screw 6.9 9 2 N/A Shank Nails 1 #8 Screw 20.7 20.7 WA 2 #8 Screw 43.2 43.2 N/A 1 -10d Smooth or Screw 23.1 23.1 N/A Shank Nail Field Cli 1 -10d Smooth or Screw 29.3 29.3 WA Shank Nail Eave Cli 2-10d Smooth or Screw 27.6 27.6 Shank Nails Field Cli 2 -10d Smooth or Screw 38.1 38.1 N/A Shank Nails Eave Cli 2 -10d Rin Shank Nails 33.1 1 48.1 N/A 1. Installation with a 3" tile h diap and fastemers are located a min. of 2%2" from head of tile. ° NOA No.: 05- 1019.02 Expiration Date: 0443/11 Approval Date: 04/13106 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment M (ft -ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Caribbean 'S' Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoarn Product, Inc. Average weight per patty 8 rams. Table 5A: Attachment Resistance Expressed as a Moment - M (ft Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Caribbean 'S' Tile Polyfoam Pol ProTM 66.5 Polyfoarn Pol ProTM 38, 3 Large Da placement of 63 rams of Pot ProTM. 4 Medium paddy placement of 24 rams of Pol ProTM. Table 513: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Caribbean 'S' Tile Mortar Se 24.5 5 Tile -Tite Roof Tile Mortar. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. a NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 5 of 6 PROFILE DRAWING 12 - 5/8" 3" 18" 3" 0 p o 12" — 3.. 2 -1/4" d END OF THIS ACCEPTANCE d NOA No.: 05- 1019.02 Expiration Date: 04113/11 Approval Date: 04113106 Page 6 of 6 Final Supplement 2007 Florida Building Code Test Protocols for High Velocity Hurricane Zones min 6" and in 2" above most adjacent finished tile surface and installation shall be in accordance with meet e - 3 skyl manufacturer's Product Approval. For turbines and other Product approved accessories, refer to the accessories manufacturer's Product Approval. 3.06 Pipes, Stacks, Vents, etc. (see Drawings 8 & 9). A Apply approved plastic roof cement around base of protrusion and on the bottom side of metal flanges sealing unit base flashing to the underlayment. B. Nail all sides within 1 in. of outside edge of base flashing 6 in. on center. Make certain base is flush to deck. NOTE # 5 310: If pipes, vents and/or stacks are installed after finished cap sheet has been applied, follow instructions in 3.06 A & B. Cap sheet and metal flange shall be stripped in with at least the same cap sheet felt in use on this system. Stripping must extend at least 4 in. beyond flange in all directions. For- t-ufbiaes ------4 ether-T-Fed-uc4 approved aeoessefies, refer- t v a + Approva DRAWING 8 - LEAD STACK DETAIL (OVER THE CAP SHEE No Change to Drawing DRAWING 9 - LEAD STACK DETAIL (OVER THE BASE SHEET) No Change to Drawing 3.07 Tile Installation: A. Eave tTreatment - CHOOSE ONE of the following: NOTE # 11 • All fastener penetrations shall be sealed. 1. Prefabricated EPDM synthetic rRubber - Install closure strip along eave. Fasten each piece at 12 in. on center (see Drawing 10 all fastener penetration shall be sealed with compatible material 2. Metal Eave Closure - Install closure strip along eave. Fasten a minimum 12 in. on center with approved fasteners If metal is inclusive of drip edge, fasten 4 in. on center (see Drawing 11). 3. Raised Fascia/Wood Starter Strip when using a % in. raised fascia, a nominal 2 in. x 2 in. wood starter strip must be installed behind fascia. (aa) Install fascia board approximately 1' /2 in. above roof deck or a nominal 2 in. x 2 in. wood starter strip at roof edge (see Drawing 12). 47 Final Supplement 2007 Florida Building Code Test Protocols for High Velocity Hurricane Zones (bb) Install 8 in. tapered cant strip at eave behind fascia and/or starter strip to support metal flashing. Install a minimum 8 in. wide antiponding metal flashing to ensure positive drainage over fascia/starter strip. Fasten top edge of flange onto roof and fasten eave edge to raised fascia detail with approved fasteners 4 in. on center. 4. Prefabricated eConcrete or eClay eEave eClosure - fastened per- in accordance with manufacturer's Pro duct Approval plas r- e-m,-nt--with approved fasteners. NOTE 44-0 -12: All fastener penetrations shall be sealed. ar n r t "I -t t, us .; - A . esiffes 6.5. Mortar Application - Install mortar to elevate eave edge. (aa) Apply mortar along the eave edge, applying enough mortar to elevate the eave end of the tile to be on profile with the remaining roof tile. (bb) Point and smooth finish flush to eave line. (cc) Apply minimum 3 / 8 in. weep hole flush with the roof underlayment at spacing of not less than one weephole per tile. (dd) Mortar eave closures shall only be used with granular surface underlayment. NOTE 444 13: Tile shall be attached to resist the design pressures for the building. See Chapter 16 (High - Velocity Hurricane Zones) of the Florida Building Code , Building and RAS 127. See tile manufacturer's Product Approval for attachment resistance values, which must exceed the required calculated design pressures of the structure. A. Mortar /Adhesive Application: Low, High and Flat Profile Tile (see Drawing 13). 1. Set tile in a bed of approved mortar /adhesive. Apply 10 in. minimum length trowel of mortar or required amount of adhesive vertically under pan. For flat tile, place mortar /adhesive vertically adjacent to the overlock of the tile being installed. Do not apply mortar under headlug of tile, or onto the underlock of adjacent tile (unless otherwise specified in adhesive's manufacturer's Product Approval). 2. Use half starter /finisher tile when provided or cut/break tile for proper staggering of tile courses when using the 48 f2 ^ Final Supplement 2007 Florida Building Code Test Protocols for High Velocity Hurricane Zones staggered/cross bond method of installation. 3. Set tile in stepped course fashion or in a horizontal and/or vertical fashion when utilizing straight bond method. 4. Lay succeeding course of field the in same manner. 5. Cut/break field tile to form straight edge at center of hip /ridge. NOTE #4-2 14: Mortar or adhesive set tile shall be applied at inclines of 2:12 and greater. For pitches of 6 in.: 12 in. up to and including 7 in.: 12 in. nail every tile in the first course and every third tile in every fifth course in addition to mortar or adhesive. For pitches above 7 in.: 12 in. nail every tile in addition to mortar or adhesive. Apply approved flashing cement to seal all nail penetrations. Fastening requirements at slope of 7:12 or less for Two -Piece Barrel application applies to pan tiles only. No mortar or adhesive products shall be applied in a manner which prevents drainage of water under tiles. B. Two -Piece Barrel Tile Mortar or Adhesive Application (see Drawing 14): 1. Apply 10 in. mason's trowel of mortar or required amount of adhesive in accordance with the tile system Product Approval vertically over chalk line and under center of each pan with narrow end facing down roof. 2. Place bed of mortar or required amount of adhesive in accordance with the tile system Product Approval along inside edges of pans and set covers with wide end facing down roof. 3. Point mortar to form acceptable straight -edge finish, ensuring contact along edges. Cosmetic use of mortar is acceptable for use with adhesive set tiles. 4. Lay succeeding courses of field tile in same manner. Bed of mortar or adhesive should make contact with head of lower course of tile and underside of tile being set. 5. Cut/break field the to form straight edge at center of hip /ridge. DRAWING 4.9 12 - EAVE TILE DETAIL (EPON4EAVE ENCLOSURE) ANTIPONDING METAL Change: Mortar Adhesive Change: Fastener (If Required) DRAWING 11 - EAVE TILE DETAIL (METAL EAVE ENCLOSURE) Change: Fastener (If Required) 49 C-FN 2 130 91REwa730 OR Bk 27041 Ps 3497; QPS ) RECORDED 10/0812009 11 :46:06 NOTICE OF COMMENCEMENT HARVEY RUVIN? CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 1tIAMI — OADE COUNTY t FLORIDA LAST PAGE PERMIT NO. TAX FOLIO NO. 1 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 280 N . E . 91 Street Miami Sho es, Fl 33138 2. Description of improvement: Reroof to a new Tile roof, and small flat cap sheet roof. 3. Owner(s) name and address: Charles J. Fadely 280 N.E. 91 Street Miami Shores, Fl 33138 Interest in property: Name and address of fee simple titleholder: N/A 4.Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Fl 33168 COUNTY OF DADE 5. Surety: (Payment bond required by owner from contractor, if any) INERESYCERTI'Y that thisls copy of the 1��C y Name and address: N/A ofiginal filed in !hi^ o ice on d of F ,- r oG __ u Amount of bond $ 00 4020 I WlTNFSS my hind rd OKlcial Seal. '�'� �`Q 6. Lender's name and address: N A HARVEY RUVIN RiC, fClrcult C Courts �� W I , )" 61 D.C ccu 7. Persons within the state of Florida designated by Owner upon whom notices or other docu ents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N /A 8. in addition to himself, Owners designates the following person(s) to receive a copy of the t_ienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. p► 'on date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a di rent ate is pecif' Sign re of Owner //�� Print Owner's Name 0, L Prepared by Carlos Arocho t Sworn to and subscribed before me this day of , 261. Quality Roofing Contractor Notary Public `\�� .MARYLo6i Y /,� Address: 8 n n N } Av e ►)' Miami, Fi 331 Print Notary's Name �� ore s %••X% 1305) 953 - 3333 0 My commission expires: =a % ♦ N x:�aa 123.01 -52 PAGE 8/02 5 i B .0 Szz � `�''•�, � OIiu1N�� \\\ e Miami Shores Village •. . { 10050 N.E. 2nd Avenue��' 5 Miami Shores, FL 33138- 0000 Phone: (305)795 -2204 Expiration: 04113/201 Project Addres Parcel Number Applicant 280 91 Street 1132060190410 �� .,.,. � Miami Shores, FL 33138 Block: Lot: CHARLES FADELY Owner Information Address Phone Cell CHARLES FADELY 280 91 Street MIAMI SHORES FL 33138 -3128 Contractor(s) Phone Cell Phone Valuation: $ 2 0,000.00 QUALITY ROOFING CONTRACTORS 11 305-751-0382 Total Sq Feet: 2000 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $12.00 RF -10 -09 -36113 $ 334.23 $ 50.00 Education Surcharge $4.00 Permit Fee - New Roof $300.00 RF - 10 - 09 - 36113 $ 334.23 $ 334.23 $ 0.00 Permit Technology Fee $9.23 Check #: 25996 Scanning Fee $9.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Total: $334.23 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhennore, I authorize the above -named contractor to do the work stated. November 10, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 10, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No. � - 10 - 0 C4 --(( S PERMIT APPLICATION Master Permit N o. FBC 20 Permit Type BUILDING OOFING' Owner's Name (Fee Simple Titleholder) Charles J. Fadely Phone # ( 305) 796- .4378 Owner's Address 280 N.E. 91 Street City Miami Shores State F1 Zip 33138 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 2 80 N . E . 91 Street City Miami Shores Village County Miami -Dade Zip 33138 FOLIO /PARCEL# 11- 3206 - 019 - 0410 Is Building Historically Designated YES NO X Flood Zone Contractor's Company Name Quality Roofing Contractor Phone# ( 305) 953 3333 Contractor's Address 13800 N. W. 1st Avenue City . Miami State F1 Zip 33168 Qualifier Name Carlos Arocho Phone ( 786) 367 -202`9 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 01 7 8 8 9 Contact Phone Marylou Arocho E -mail 'qualityroofng88 @yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2!),000.00 Square / Linear Footage Of Work: • 2 8 0 0 S2! t% Tile , • •••;•Z0�...F a Type of Work: ❑Addition ❑Alteration ONew 91 Repair/Repiaee... e�ohtion Reroof to a new Tile and Flat Ca sheet roof.** ••••�; Describe Work: P � . aq • .... • 0 � ***** �***** x * *�r�r * * * * * * * * * * * *. * * * * * *x ** Fees *.� * * * * * * * * *� * * * * * * *k * * ** *max * *�r�,► * *�xx * *��* :.... • .. • • •. Submittal Fee $ 5 D Permit Fee $ � � CCF $ Notary $ Training /Education Fee $ � vv Technology Fee $ Scanning $ �• Radon $ DPBR $ Bond $ Double Fee $ Violation date: n Structural Review. $ Total Fee Now Due $ _ pC See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the firs ction which occur sev (7) days a r the building permit is issued. In the absence of such posted notice, the inspectio will n be approved and r ns ecti fee w be charged.. Signatur Signature Owner or Ag nt Contractor The foregoing instrument was ackno ledged before me thr The foregoing instrument was acknowledged before me this day of ®d , 2 q&, by � ��.+ tT- /Cd-c� �ti day of 2 0 4, by y tk 0 , • • • • • • who is pe w known tp me or who has produced who is p ersonally kno me or who has produced *Soo ' At identification and who did take an oath. as identification and who did take an oath. • • • • ,NOTA$ Y PUBUd • • • NOTARY PUBLIC: • 000! .. . • •••• �N110NIIIH /p .... Sign: >r > pri • • Print' • • `4* �••!1 CoMaii••• 9 %� `�,\ •,•e•a/ s' / / /�� ••..• s , • i • tt`� �f/ • ,ryj r oo 0 0 My Co Mi n Tres: = 3! . a • � :. = y • o . .E }� 1A Ex �•• =� � �� ,g o � My Commission Expires: •....• •• • - • •• 'p� sZ o Sf •� �f o co * * *ie'k *9cie Yee *tk * *'k * *9t *,k,k *k9e9etk,k dt,t9etit *pt *frfc *4i4 � `, '{C9t *tkdC * * *k1k1Pk *tk *7Fk kYF7ktk *kFdt *tde *7k9tR *'& * * �dc *i�• ' ' a� APPROVED BY �/` /G'�`d'f' Plans Examiner 9 g Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) � 15NoEtES * Paw 94 L/ow O"Ma 10050 NE 2 "d Ave' Miami Shores, A 33138 s ome Phone 305 - 795 -2204; Fax 305 - 756 -8972 �'toRiaA 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 Date: 10/02/09 10050 NE 2 nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Charles J. Fadely Property Address: 280 N.E. 91 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: I Charles J. Fadely certify that I am not required to retrofit the roof to wall connections of my building because: ® The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition o the South Florida Building Code (1994 SFBC) • • .000.0 � ��E�lk2lat� ��U� •0000 ....�. 0000.. 0000 • Signature Print Name • • • • •. 0000.. • 0000 • 0000 �....� 0000 0000 0000. State of Florida ' •'. ; • • • • • .. 0000.. County of Dade •. • 0000 • • 0000.. The undersigned, being the first duly sworn, deposes and says that he /she is the Lontractor for Xe abotra..: property mentioned. , � a` a`pRYLOU , �� ® >,�� • Sworn to and subscribed before me this d o f ycOMlwls,;0.; el`� � o Notary Public, Sate of Florida at Large =� yA� :',�` ® ae th ru • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000 and the building �n�Ct�t�iroSf�d\ FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof all connection Hurricaf!/16ttfy "`A\�� Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI- Property Information Map 4 Ij t Summary Details: NF 92"D 61 Folio No.: 11- 3206 - 019 -0410 Property: 80 NE 91 ST Mailing CHARLES J FADELY &W a, Address: MARSHA S 80 NE 91 ST MIAMI SHORES FL 33138 -3128 Property Information: Primary Zone: 1000 SINGLE FAMILY NE 9 t5T ST RESIDENCE a LUC: 0001 RESIDENTIAL - �.. INGLE FAMILY Beds /Baths: /2 Floors: Living Units: 1 A d' S Foot e: 540 Lot Size: 750 SQ FT Y ear Built: 19 EL PORTAL PB 9 -101 Legal LOT 5 BLK 3 LOT SIZE fb' 50.000 X 135 OR 13945 - Description 780 1288 1 OR 13945- 0780 1288 00 Assessment Information: EB[d : 2009 2008 Value: $115,088 201,633 I in Value: $215 ,926 261,894 et Value: $331,014 463,527 Digital Orthophotography - 2007 0 �.�.� 113 ft ssed Value: $147,064 146,918 Exemption Information: This map was created on 10/5/2009 9:10:04 AM for reference purposes only. M; 2009 2008 Web Site © 2002 Miami -Dade County. All rights reserved. $25,000 $25,900 • YES _ Taxable V&fUe kormatiem • • Y ear: KU09 •2008 ....:. Apl?lied Applied . • T axing Authori9y: Exemption/ Ex%rQgtion/ • • • • • • • • Ja)fldble • Taxable • Value: * lAde: • • • • • • 000/ 5Q OQO/ • • Regional: . 3 • � � • � $97,064 $96,6 8 .. �, • • ;99,000/ $59,000/ • County: • $97,064 . !L9 - 6 , 918 • • $.50,000/ $50,060/ •' •' City: • .$99,064 �W918 • • 000 / • i School Board: $2 bQ0/ $122,064 •$11Q4,918 Sale Information: Sale Date: 12/1988 Sale Amount: $107,000 Sale O /R: 13945 -0780 Sales Q ualification ales which are qualified Description: View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade. go... 10/5/2009 SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High - Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High - Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pondinc.c80.be an indication of structural distress and may require the review of a profess?w Itructural engineer!•••• Ponding may shorten the life expectancy and performance of the new ,[pgfip8 systeml;onding •, conditions may not be evident until the original roofing system is remouad..vonding gonditiont? should be corrected. : 0 000' •••• '0000' 0000. 6. Overflow scuppers (wall outlets): It is required that rainwater flow7l tnthat #10 roof is n ;:., • overloaded from a buildup of water. Perimeter /edge walls or other ro'o*f 61tensions wy block.... this discharge if overflow scuppers (wall outlets) are not provided. It meyl3dfiecessaiy to install •' overflow scuppers in accordance with the requirements of: Chapter 15 and 16 h_- and tine••:• Florida Building Code, Plumbing. 0 ••.• • • •.•.•• . 0 0 • 00 7. Ventilation: Most roof structures should have some ability to vent natural airflow 0 th the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced0gervi It ,may be beneficial to consider additional venting which can result in exteof the roof. Owne r's /AgeDa a Contractor's Signature Date • •. • • ••- • • 11• - -•• - -•• • . . . .. - • ••- of 11 • . .• . -•. 111 • . 11 • :Wlz -•• • . of . •.- . . .•- ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■I,i ■ ■ ■ ■ ■!Lr \III ■■■ 11■■■■■■■■■■■■■■ ■ ■ ■ ■ ■Y ■INS ■■■■■■■■■■■■ ■11■■SEEM ■ ■ ■ ■ ■ ■ ■ ■1'1 ■ ■ ■ \`1A�:�J�7 ■ ■ ■Iltl +ail ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■A117 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■1' ■ ■ ■� ■',fir ■ ■ ■ ■ ■■ L!G ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■�! ■' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ iii■■■■■■■■■■■■■■■ ■ ■i"a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■t>t ■IIS�1 ■�i ■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■/111 ■,1 ■11 ■ ■ ■■ ■■■■■■■' ■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ill! *UV / ■ ■D■ ■■■■■■■ IiiiiiiiiiiiiiiiGiiiiiG�iiiiiiiiiiiiiriiiGiiiiiiiiiiillCl ■� ■ ■ ■i r ■► i■■■■ 11■■■■■■■■■■■■■■■■■■■■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■•■ ■II i11' ■ ■[C ■ �■ ILYiiil■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ ■ ■1'll9i■ ■■ Illrin ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ HIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone uniform Permit Application Form Section Ci (Low Slope Application) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and identify Manufacture Attachment (if a component is not used, identify as ( "NA ") System Manufacture Ctrtairf1bSd Opp. Field_$ "oc @ Lap, # Rows e_ @ oc NOA No. _O7 Perimete oc @ Lap, # Rowse @fZOc Design Wind Pressures, From RAS 128 or Corne "oc @ Lap, # Rows @ Calculations: Number of Fasteners Per Insulation Pmaxl: 2 PmaxZ - 82.6P max3: _124. Board Max. Design Pressure, From the Specific NOA Field N/A Perimeter N A Comer N/A System ) 2 - r; Illustrate Components Noted and Deck: Type: @aocl 1 x 6 Details as Applicable: Gauge/Thickness: N/A Woodblocking, Gutter, Edge Termination, Slope ,5 Stripping, Flashing, Continuous Cleat, Cant Anchor /Base Sheet & No of Ply(s) N/A Strip, Base Flashing, Counter - Flashing, Coping, Etc. Anchor /Base Sheet Fastener /Bonding Material: Indicate: Mean Roof Height, Parapet Height, NIA Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: WA Spacing, or Submit Manufacture Details j�h,,�� Base Insulation Size and Thickness: N/A Comply With RAS 111 and Chapter 16./v ggg Base Insulation Fastener /Bonding Material N/A �'1 � � , Top Insulation Layer: NA Top Insulation Size and Thickness: NA Top Insulation Fastener /Bonding Material: N/A Parapet Base Sheet(s) & No. of Ply(s): (1 aM Height 0000•• • • • 0000•• Base Sheet Fastener /Bonding Material: • • � 1 1/4" R/S nailS - •• *f • 0.00 •••••• Ply Sheet(s) & No. of • 0000•• • • • Ply(s): ( ay 1V • IVIe • 000 • • • • • Ply Sheet Fastener /Bonding Material: 0 Rbbf •00• 00000 Type 111 nq:7ping aghalt 0 0 +einht 0 00 000 • • ` • •• •. 000000 x 0 Top Ply: Mii;ral Strf'aoE d QIP Sbeet • • • • • . • r� • ` 0 0 0000 00000• Top Ply Fastener /Bonding material: Type 111 mDEping asphalt �� •. • . • Surfacing N/A ) 0 ` FLORIDA BUILDING CODE -- RESIDENTIAL ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Santafe Tile Corporation Notice of Acceptance Number:05 -0921 .02 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure (From the Product Approval Specific System): 63.8 Steep Sloped Roof System Description Deck Type: wood 1 x 6 Type Underlayment: ( 1) 301b. ASTM D -226 Roof Slope: 3 12 Insulation: N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type & Spacing: 1 1 / 4 B1 R / S Na i 1 s 6" 0/c @ laps N/A _ - 2%vpUs 12" o/c 00.0.0 Adhesive Type: • • 00 00 .. Polystck TU 0000 0000.. _ 0000. 000 __. . . . Type Cap Sheet: Polystick T".1under JaWmen t$••••; .... 0000 00000 . ... -... _...- ... . 00000 Mean Roof Height: 15' Roof Covering: Spanish 8. 9 C1'iy Til$; 000000 . 000.6. . . Type & Size Drip 3 X - 3 26.4Y. 009999 Edge: ;A1 %eni 440 :..6.: 6 0 0000 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compare the e:does for M, with the values from M If the Mf values are greater than or equal to the M values. for each area of the roof. then the tile attachment method is acceptable. Method 1 `Moment Based Tile Calculations Per RAS 127" (Pt: 45-l_ x /, _,_ =13,-39 - Me: J-M - M,, 7-57 Product Approval M 63.8 P ": - V. V x ? .297._._- �) Mg:�..� = 4 � Product Approval Mi 15M (R. _11 hh- �. = ..• ,�j�) - Mg: = M Product Approval M h3-$ Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (R4r) From Table Below Product Approval M M required Moment Resistance' Mean Roof Height i Roof Slope 1 15' 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 5:12 28.4 30.1 31.6 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 \kith a list of moment based the systems endorsed by the Broward County Board of Rides and Appeals. For Uplift based the 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 the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x L = x w: -- - W: x cos B -= F Product Approval F' (P x L = x v, = 1 - W: x cos () = F Product Approval F' (P x L = x w: = W: x cos fl = F Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 • • • ••• •• Mean Root Height H • Job Site • • • • • • • • Roof Slope 8 Job Site •••••• • •• Do ••• •• •••••• • • Aerodynamic Multiplier r Product Approval 000 • • Restoring 9lontent due to • • • • M : Gravity Product Approval • • • • *0 • • • • • Attachment Resistance Mi Product Approval • • • • • • 000 • •••••• Required Moment Resistance M„ Calculated • • • •• • ••• • Minimum Attachment • • H Product Approval • • • Resistance Goo • Required Uplift Resistance Fr Calculated • • • Average Tile Weight W Product Approval L = length Tile Dimensions Product Approval W = width All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 MIAMI -DADE COUNTY, FLORIDA MM D METRO -DADE FLAGLER BUILDING I� BUILDING CODE COMPLIANCE OFFICE (BC CO) 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA Potyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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: Polystick P, Basik, HVIRX, TU, TU Plus and MU Underlayments 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 his %OA as as • • : • endorsement of any product, for sales, advertising or any other purposes shall automattoalty larminale� this NOA. Failure to comply with any section of this NOA shall be cause for termination•ar+d remot4l4f ' Y..... NOA. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Ccd$4Y.Floridg - and s -•.•• followed by the expiration date may be displayed in advertising literature. If any potion of the NOS! 1 • • displayed, then it shall be done in its entirety. 00 .. ...... INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf"kwar or its . • distributors and shall be available for inspection at the job site at the request of the Building Offic &ad.: �...: • • • YYY..Y This NOA revises NOA No. 06- 0424.03 and consists of pages 1 through 6. . The submitted documentation was reviewed by Jorge L. Aceb /off. ' NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 1 of 6 ROOFING COMPONENT APPROVAL Cateeorv: Roofing Sub- Cateeorv: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self - adhering, underlayment 75'x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65 x 3'3 3 /8" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefmic film on the upper surface for use an underlayment for metal roofing. Polystick 1R/IRX Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'3= / ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, underlayment 32'10"x3'3 3 /�" ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a • roof tile underlayment. •; • • • • Polystick'TU P" Roll: TAS 103 and A non - wicking fabric surfaced, self- • undd>'1 lent * • 0 * • 65'8" x 3'3 -' / ASTM D 1970 adhering, APP polymer modified, (Face o Membrapg • • 80 mils thick fiberglass reinforced with a high strength . • • • • • Label in • . , e il. Oran gp... polyester fabric, bituminous sheet material • • • or Bl "htk) for use an an underlayment in sloped roof • • • • • • • • :**:of assemblies. Designed as a metal roofing • • • • • • " " 00 and roof tile underlayment. • • Polystick MU :': ": Roll: TAS 103 and A non- wicking fabric surfaced, self- . unde'rfa' Inent 65'8" x 3'3-'/ ASTM D 1970 adhering, APP polymer modified, • • • • • • 80 mils thick • .. .. fiberglass reinforced, bituminous sheet ..:. 0 material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No 06 -0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 2 of 6 EVIDENCE SUBMITTED: Date Test Agency Test identifier Test Name/Reaort 04/27/01 Exterior Research &Design, LLC #11756.08.01-1 ASTM D1970 08/14/01 #02202.08.05 TAS 103 08/29/05 PRI Asphalt Technologies PRIO1111 ASTM D 4977 04/08/02 PUSA -005 -02 -01 ASTM D 4977 01/31/02 PUSA -0 18 -02 -01 ASTM D 2523 07/14/03 PUSA- 035 -02 -01 TAS 103 09/29/06 PUSA - 033 -02 -01 ASTMD 1970 01/12/06 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type ll or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3 -' /Z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions • • 6. Roll or broom the entire membrane surface so as to have full contact with the surface,, giving • • • • •; • special attention to lap areas. Polystick TU and TU Plus shall not be left expose * �mporar� • roof for longer than 180 days after application. Polyglass reserves the right to revjje, Q; Ater • product exposure times; not to exceed the preceeding maximum time limitations. • • •, • • • • • • 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof AssditlblFy eurre4 •.. .. .. • ...... ..... Product Control Notice of Acceptance. 0000 . . .. .. .• ...... 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. eUr.0ashing • • • tape shall be pressed in place and formed around the protrusion to ensure a tightft.'A:econd.... • • • •; layer of Polystick shall be applied over the underlayment. • • • • • NOA No 06- 0505.01 Expiration Date: 09/13/11 Approval Date: 11/30/06 Page 3 of 6 GENERAL LimrFATTIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IR/IRX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. S. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof the applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Tile Profile I Polystick UVM Polystick MU Polystick TU TU Plus Flat Tile L 5:12 No limitation No limitation Profiled Tile I Prohibited 5:12 No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. ..•••. •••• •••••• Roofing Tiles (6 Max. Per Stock) ••••• ••aj• :. III 6 t• y • • tiootpeokprspasdwNh � � i NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, 1R/1RX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IRARX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved ". BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) : ... :. 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full costad 0 0 0 0 0 . 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, iin1to;m layer ot 0 • • Polyg 2000 MB Plus trowel grade or other approved premium SBS modified trgYvgf grade 0 0 0 0 0 mastic, applied in between the application of the lap. The use of mastic between lbq IQ% does Q4L 0 • 0 0 0 0 apply to Polystick Basik. 00000* 0 0 0 . 0 0 , 0 0 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlaym - not . - Aefer to the •' • • • • Polyglass Tile Loading Guidelines. : 0 0 0000 6. Battens and /or Counter - battens, as required by the the manufacturers NOA's, mpt to used on4i, o 0 0 . projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes M excess oP.6 0 • • 0 0 0 0 1 /4 "/12 ", precautions should betaken, such as the use of battens to prevent tile sliding during tlfe • • loading process. Aft NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 Page 5 of 6 a 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 4444.. .. 4444 4444.. 4444 4444.. 4444.. , 4444 4444 4444.. 0 0000 0 . 4444 4444. 40.00. .. .. 90 4444.. 4444.. • . 0900 4444.. 9 4444 . . .. 4444.. .. . 0 00 0 . .. 0 4444 NOA No 06- 0505.01 Expiration Date: 09 /13/11 Approval Date: 11/30/06 to Page 6 of 6 MM f� ADE MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1363 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2948 Santafe Tile Corporation 8825 NW W Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right .to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the E igh Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish , S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endcaenvnt Of any • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA.'Padu& to comply • • with any section of this NOA shall be cause for termination and removal of NOA. ...... • • • • • ' *000:0 • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flpfida• gnd fojlor e4 by • • • • the expiration date may be displayed in advertising literature. If any portion of the NOA is 001hyed, thdtf Irshall • • • • be done in its entirety. •••••• ••• • ••••• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer oi►its distributors '. and shall be available for inspection at the job site at the request of the Building Official. • This revises and renews NOA # 04- 0420.03 and consists of pages 1 through S. The submitted documentation was reviewed by Alex Tigera. • • • • Q �� NOA No.: 05- 0921.02 { - Expiration Date: 02fL Approval Date: 02=ft Page 1 ors ROOFING ASSEMBLY APPROVAL c ': Roofing Sub&m uory: 07320 Roofing Tiles Mater ial. clay Dom: Wood �. SCOPE This revises a roofing system using Santa Fe ., Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptanm • For mead e d where the Pressure requirements, as determined by applicable Building . pressure values obtained by calculations in Code does not exceed the design section 4 he The cemP�e with RAS 127 using the values listed in attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION -factored bv by S Test Product _motions n mcdpdou Santafd `S' Clay N/A TAS 112 One Pi ece hi Roof Tile gh profile clay roof tile equipped wid: two nail Doles. For nail -on, mortar set and adhesive set applications. Trim Pieces I = varies TAS 112 Acces w = varies ' clay roof pieces for use at varying thickness hips, , ridges and valley terminates. Manufactured for each file profile. 2.1 SUBMITTED EVIDENCE: T est Aggn Test Identifier Test NameR�P.+o� D= The Center for Applied Engineering, lam, 94 -156 -8 TAS 101 Aug. 1994 94 -156 -9 TAS 102 The Center for Applied Engineering, Inc. 25- 7205 -1 TAS 101 March 1995 . .... Ths fbr Applied Engineering, Inc. Project: 07 -07 -00-91 TAS 100 • 0 06004 •' (307023) Sept. 1994 • • • • Redl4d Technojp$� • 7161 -03 TAS 108 Dec. 1991 .... .... Appendix II ��•'_�� (Nail -On) • *0000 RedW �� L ias • 716I -03 • Static Uplift Testing Dec. 1991 •••••• •• •• •• Appendix TAS 102&TAS 102(A) . .... Redlau¢.Technolag�tes .. .... P 0402 Withdrawal Resistance Sept. 1993 ..... Testing of Screw vs • smooth shank nails NOA No.: 05. 0921.02 Expiration Date: 02/01/11 Approval Date: 02A2A6 Page 2 of S . �Mr Test Agency Test Identifier Test Name/Report Date Redland Technologies P 0647 -01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July: 1994 (Mortar Set) Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC- 003-02 -01 TAS 101 12106102 IBA Consultants, Inc. 2353-70 TAS 101 09/22103 IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18105 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Santafe 'S' 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 • • r•••• Table 1: Average Weight (W) and Dimensions (1 x w) .. .... • • • TIM Profile Weight W (lbf) Length -1(ft) Wid# Oft) • ...... Santafe `S' 6.7 1.5 ,AG6. .... • ...:. Table 2: Aerodynamic Multi 1 rs — • .... .. ...... Tile Profile Batten Application Direct k • • • • • • • • • • • • Santafe `S' 0.274 0.297 Do • • • • • • :600*: .. NOA No.: 0540921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Table 3: Restorina Moments due to Gravt - M ft l Tile 2 6 :12" 3 ":12" 4":12" 5 ":12" 6 ":12" 7":12° or Profile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens krect Deck Santafe Deck Dedc Deck D Dock 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32. 5.29 5.03 WA Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Nail -0n stems Tile Profile Fastener Direct Deck Battens Santafe `S' 2 -10d Rin Shank Naiis 21,8 WA One #8 Screw 29.16 N/A Two #8 Screws 3828 N/A One #8 Screw w/ Co 57.31 N/A Two #8 Screws W/C 57.60 61.77 1. ved screws as noted'Product manufactured others'. Table 5: Attachment Res suncO Expressed as a Moment Mt (ft -lbf) for Two Peft Adhesive Sat stems Tile Tile Application Minimum Attachment Profile Resistance Santafe'S' Tile Bond 38.9 Po Oam P ro AH 160TM 28.5` 2 See manufactures co a ravai for installation remerrts. 3 Flexible Product, Inc. Aveme Welfft p natkff 10,4 - ra=.. 4 E&M Product Inc. Average M per DaW 9A grams. Table 5A: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Sin le PattvAdhoswe Set S tams Tile Tile Appl n Minimum Attachment Profits Resistance Sarrtafe `S' P m Po AH 160TM 63. Pol 8 5 Pa Iacement of 63 of Po M ro AH 160 , PO AH 160TM 61.9 6 Paddy Place of 24 are= of P ro AH 16t1TM. �' • • ° T Attachment Resistance re • • • • • • • • for Mortar or Adhesive Set Sas ams msnt - tlA (fwibf) . �.. Tile Attachment • • • • • • lication • • ISM Resistance ..... Mortar Set 23.6 . . 5 :. • LABELI1 & . .5.1 Al>•tules09jhall bear the imprint or identifiable marking of the manufactures name or logo, or 0000 • folfwwi4statement: "Miami -Dade County Product Control Approved ". MILCIR NOA No.: 054921.02 Expiration Date: olffivi1 Approval Date: oZM2p6 Page 4 of 5 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. PR OVELE D RAWING �� .sr. "SANTAFt S" CLAY ROOF TILE END OF THUS ACCEPTANCE • • • 0000!• • 0000!• •!• 0000!• • 0000•• • • • • •0•• •0000• •00! 0 %0 000!0• ••• • • 0000• • 00 • • •0 •0.0•• •00.0• • • • •00• i • • • • 0000 • • 00 ♦ • • •00.0! 0 0000 •0!• a NOA No.: OS- 0921.02 Expiration Date: 02!01/11 Approval Date: 02102M6 Page 5 ors P ' MIAMI MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyprog AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TER UNATION 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 manufhoUfivi or its distributors • • and shall be available for inspection at the job site at the request of the Building Official.. • • . • • • • • • • • • • • y This NOA renews NOA No -01= 0521.02 and consists of pages 1 through 7 .... .... • • • • The submitted documentation was reviewed by J rge L. Acebo. • .... .... ..... . . . .... ...... NOA No.: 06+01!11.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves Polypro® AR160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160, Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dim. ensions Test Product Description Sued lcations Polypro® AH 160 N/A . TAS 101 Two component polyurethane foam adhesive Fogmpro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof file adhesive. PHYSICAL PROPERTIES: Proaerty Test Results Density ASTM D 1622 1.61bs. /ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength AS`IV D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft ) f pj re Vapor Transmission ASTM E 96 3.1 Perm / Inch • • " • • • Dimefisionat Stabitty ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks • +6.0% Volume Change @158°F,, 100% •••••• •••• •••••• , Humidity2weeks • r • • • • : Closed Cell C f onlerit ASTM D 2856 86% . . .... .... • , , $;j • The pLj%ical properties listed above are presented as typical average Yalu average as determined • • • • • • ; • • by aege ASTM test methods and are subject to normal manufacturing variation. • " • NOA No.: 06-0201.02 O " Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[i) ASTM E 84 01116195 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 5284542 -1 TAS 101 10/23/98 528454 -9 -1 52845410 -1 520109 -1 TAS 10I 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: I. Fire classification is not part of this acceptance. Refer- to the Prepared Roof Tile Assembly for fire rating. 2. Polyprog AH160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 129. . . . :0909 ...... 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 Us fife adhove Vth • their tile assemblies shall test in accordance with TAS 101 . ...... • • • • • • • • • v • ...... 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK ropy" badhes;de with • their file assemblies shall test in accordance with TAS 101 with section 10.4 as lift0fied herein • : �' • r •••.•. •.• . •.•.. W .... .. ...... 2 • MS • • • . .. NOA No.: 0&M.02 Expiration Date: 05/10/11 ► Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PolyproO Ali 160. 2. Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of PolyproO AH160 shall provide sufficient attachment resistance, exposed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof the assembly NOA 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Poly&am Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a factory Trained'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam ,Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foamproe dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shalt beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. PolyproO AH160 shall be applied with Foampro R771000 or ProPackO 30 & 100 dispensing equipment only. 7. PolyproO AHI60 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed.. 9. Polyprot AH160 placement and minimum patty weight shall be in accordance with the placement Details` herein, Each generic the profile requires the specific placement noted herein. Table 11 Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min• per paddy Min. Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34/ an Flat, Low, Hi Profiles #2 24 N/A • IFIA Low, High Profiles #3 8 •••••• 0000... . . . • . LABELING: • • • • • Ali Yolypro4 • ; W. 60 containers shall comply with the Standard Conditions listed herein. v w 0000.. .. 0000 0000 B7JI.Ldf1NGTX MIT REQUIREMENTS: • • : • • As i+equired b o $wilding Official or applicable building ode in order to • • • • • • . • • lion of ' s stem. g property evaluate the ...... 0000 . . 0000 0000.. .. . • • G. NOA No.: 06- 0201.02 Expiration Date. 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL Z SINGLE PATTY Nag through plash cement Paddy TiN) Na" "Waugh p1wc cant "od0*Md ft* (boom Tile) I 10 h. 10 in. t 21 . EMConme ° V Fascia EmCaau Fascia Wae" Em am 0* ENO dos," EMCiosme boadlesiveappros. Keep �Pedga 4hupkomweephobs 4k 0omweephdas Nan wough Pb3ftceftm Faft 7 b) 1) Place e ad4esivtoaaWmItto 23 sq mewhasinemiaciabtia pantile . s"PilthaPP ons Naa}1WOUgipb eemeM 2) r �w� s ��da�P�a ln in Timintfiless, a 1 „ncled"'Reld 10 i► 21 a EmCom a o Eawt2ause Emecomseady � approx 4in up Fascia g Abdioucandrowssof ��wmfts eeadd PaidupllOrtat fhAat an lu' kiw � Emedmn Weephote Fascia edps {magrshown} 0000•• • • • 0000•• 0000•• 0000 •••••�� • V 0000•• • • • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• ••• • 0000• • • • 0000 0000•• • • 0000 • • th • • • •0000• NOA No.: 46420f.02 y Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESI'vE PLACEMENT DETAIL 2 SINGLE PATTY Map ova* Pkft affwm Paddy (itamm T" Naq tli w* P=c cemm U9df►iBawWthTle) 1 1 .. .. 7 � y. EareCouse in\ • •Q s • Fasea ft* Emcon Fmod ana &NCMM iW PbAk cement Faddy (Beneath Th) EN* Cimm • • EmCom •••••• Fasela : 0000 : 0 eo:000 0000 0000 • . • • 0 09 : 0 • • 0 00 0 00 • • • 60.00. • 0000 t • • • • 00 • • • • • G NOA No.: 06-0201.02 M Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement p,y Nail through plastic cement Single paddy under tile (between. tile) ° Underiayment Single paddy between file ° (under tile) ° 2 in. x 7 in. radium size paddy ave r course only Single paddy raddy 3 in under die ` } in. x 3 in. S. le 4 in. 2 in. S on 2 in. 4 in. �n9 w►der Y on nt under- 0 layment Single paddy Fascia cam on top of file Weeph* Single PAY 2 in. X 7 in. medium Cam Ea" closure on top of file size paddy eave Fascia course only Drip Nail through plastic cement Single paddy under the Single paddy between file ° 1 3 in. x 3 in. 4 in. Single paddy on underlayment 2 in` Single paddy Em Closure On top of the • 2 in, x 7 in. medium • � 0000 Cou Size paddy am course only • • • • • • . • • Fascia • • • • •• • 0000 • 0000•• 0000 •••..�` 0000•. . . • 0000.• .00. 0000 • • 0000 ..•0 •.•0• • •••.•• ..• • 00000 •• .• •• 0000 •. END OF THIS ACCEPTANCE : • • 0 • : • 0000 0000 .. 0000 . .. •0000. .• • • •• NOA No.: 0"20112 Expiration Date: 05110111 Approval Date: 04 /13/06 Page 7 of 7 M I A M I -DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION 'MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) CertainTeed Corporation (PA) —� 2400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION CertainTeed Conventional Built -Up -Roof Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate -this NOA. Failure to comply with any section of this NOA shall be cause for termination and removaf 04 • NOA. ...... ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CoviatA,Blorida, axd • followed by the expiration date may be displayed in advertising literature. If any portiol>r of the NOA-is. • displayed, then it shall be done in its entirety. • • • • 0000 + • • • • . ...... ... . ..... INSPECTION: A copy of this entire NOA shall be provided to the user by the manu#altLOr or its + • • • • • distributors and shall be available for inspection at the job site at the request of the Builcirig•ficial. This NOA renews NOA No. 03- 0827.05 and consists of pages 1 thr ugh 21. • • • • • • The submitted documentation was reviewed by Jorge L. Acebo. • . ; .. • NOA No.: 08 ht[AM •DADE COUNTY Expiration Date: 06119/13 Approval Date: 05/15/08 Page 1 of 21 ROOFING ASSEMBLY APPROVAL Cateaory' Roofing Sub- Cateaory: Built -Up Roofing Material: Fiberglass Deck npe: Wood Maximum Desian Pressure -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description All Weather /Empire Base 36" x 72; Roll ASTM D 2626 Asphalt coated, organic base sheet. Sheet weight: 86 lbs. UL Type 15 (2 squares) Flintglas® Mineral 36" X 36'; Roll ASTM D 3909 Asphalt impregnated and coated Surfaced Cap Sheet Weight: 78 lbs. inorganic glass fiber surfaced with (1 square) mineral granules used as the top ply in conventional built -up roof membranes. Flintglas® Ply Sheet Type 36" x 180; Roll ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. IV or VI weight: 40/55 lbs. Type IV or VI (5 squares) UL Type G1 Flex- I -Glas or Flex- I -Glas 36" x 108; Roll ASTM D 5147 SBS Modified, fiberglass reinforced base FR Base Sheet weight: 90 lbs. sheet. (3 squares) G1asBaseTM Base Sheet 36" x 108; Roll ASTM D 4601 Asphalt coated, fiberglass base sheet. weight: 69 lbs. UL Type G2 (3 squares) No. 15 Perforated Felt 36" x 144, Roll ASTM D 226 Organic asphalt saturated felt. weight: 901bs. (4 square) Yosemite Mineral 36" x 36; Roll ASTM D 249 Mineral Surfaced organic cap and buffer Surfaced C 4Sheet weight: 90 lbs. UL Type 30 sheet. . .0.0 . .. . 0 0. 0 0. . 0 0 0 0000.. V . . .. :090 0000.. 0 . .000 .0.0 . . 0 0000. 0000 0000 09.00 . 000 0000.. 0 009.00 00 00 00 0 0...... 0.0000 00.0 .00. • 0000.. .. . 0 00 0000 NOA No.: 08-0227.07 MIAM -0 CO uIVTY Expiration Date: 06119113 • Approval Date: 05/15/08 Page 2 of 21 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) FlintBoard ISO Polyisocyanurate foam insulation CertainTeed PYROX Polyisocyanurate foam insulation Apache Products Co. ACFoam 11 Polyisocyanurate foam insulation Atlas Energy Products ISO 95+ Polyisocyanurate foam insulation Firestone Building Products, Inc. High Density Wood Fiberboard Wood fiber insulation board generic Perlite Insulation Perlite insulation board generic Dens Deck Water resistant gypsum board G -P Gypsum Corp. ENRGY-.l, ENRGY -2, Plus, Polyisocyanurate foam insulation Johns Manville UltraGard Gold, PSI -25 FiberGlass Roof Insulation Glass fiber/Mineral fiber insulation Johns Manville Fesco Board Expanded mineral fiber insulation Johns Manville ISORoc Polyisocyanurate foam / rockwool Johns Manville composite insulation Paroc Cap Board Rockwool insulation Partek, Inc. Multi -Max, FA Polyisocyanurate foam insulation RMax, Inc. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. # 12 & # 14 Dekfast Insulation fastener Construction Fasteners, Inc. Fastener 2. Dekfast Hex Plate Galvalume AZ50 steel plate 2'/ x 3 '/4" Construction Fastenerrs :fnc. • • • • • • .. gaga 00.9000 **so ages `• 3. Dekfast Lock Plate Polypropylene plate 3" x 3 '/4 Constrt4j,(hVasteners,jnc. 4. gaga.. gaga gaga . . . sgga gaga. 12 &c 14 Roofgrip Insulation fastener for wood ITW'J3u ildex Cori. • gaga.. ge . agagg Fasteners and steel. .. .6 a0 gaga.. 5. AccuTrac Hextra Insulation fastener for wood IT JoB�}Hoex Corp! •, Fasteners and steel • • • • • • • • • • gaga 6. Metal Plate Galvalume stress plate. 3" round IMBdil$ex C®rp.• • : • • ": 3" square ' • • •' NOA No.: 08- 0227.07 R MLAMIDADE NTY Expiration Date: 06/19/13 • • Approval Date: 05/15/08 Page 3 of 21 APPROVED FASTENERS: TABLE 3 Fastener Product Product Number blame Description Dimensions Manufacturer (With Current NOA) 7. Gearlok Plastic Plate Polypropylene round plate 3.2" ITW Buildex Corp. S. UltraFast Insulation fastener for woad Johns Manville and steel. 9. UltraFast ASAP Pre - assembled Insulation fastener and plate Johns Manville 10. UltraFast Metal Plate Galvalume AZ55 steel plate 3" square & Johns Manville 3" round 11. UltraFast Plastic Plate High Density Polyolefin 3" round Johns Manville round plate 12. Olympic Fastener #12 & Insulation fastener #14 Olympic Mfg. Group, Inc. 13. Olympic Standard Galvalume AZ50 steel plate 3 round Olympic Mfg. Group, Inc. 14. Insul -Fixx Fastener Insulation fastener for steel ' and wood decks SFS Stadler, Inc. 15. Insul -Fixx S Plate Galvalume AZ50 steel plate 3" round SFS Stadler, Inc. 16. Tru -Fast Fasteners Insulation fastener for wood The Tru -Fast Corp. and steel decks 17. Tru -Fast MP -3 Galvalume AZ50 steel plate 3" round The Tru -Fast Corp. 18. Tru -Fast Plates Galvalume AZ55 steel plate 3" round The Tru -Fast Corp. 19. Tru -Fast Plates Polyethylene plastic plate 3" round The Tru -Fast Corp. EVIDENCE SUBMITTED: Test Agency/Identifier _ Name Revort Date Facto; 0 Mitual R%seargh Corp. Fastening Requirements FMRC 1996 FMRC 4470 01/01/96 •' • • • J.I. #3Y8AI .AM 03/23/96 . ... : Exterior Research A,Rgsign, Inc. TAS 114 3513-08.02 08/15/02 • •••• •••• TAS 117 3515.07.03 07/22/03 • • • 0 • • • • • • • •..• NOA No.: 08- 0227.07 Mu►M �naoac- Expiration Date: 06/19113 Approval Date: 05/15/0S Page 4 of 21 Deck Type 1: Wood, Non - Insulated Deck Description: 19 /32" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: G1asBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below. Fastening: Base sheet shall be lapped 4" and fastened with 1 I ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet8 "o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 3001bJsq, respectively in a flood coat of approved asphalt at 601bJsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 galJsq. or Monoform compound; surfaced with 1 gal. /sq. Sta -Kool non- fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) •••••• • •• • ♦... ♦ •♦•••• .... 0004 • •• ♦• ••Y♦ ♦0000 •••4•• ••• • 0000• • 0000 ♦• •. • w • • • 0000 • • •• • • •• • • • • f NOA No.: 08- 0227.07 rlIaas Ooe c 3 NTY Expiration Date: 06/19/13 Approval Date: 05/15/08 Page 19 of 21 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 Iimited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 Ib£ 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 . • • • • • apPl cable.) • • • • 8. AV4ttgqhmen4 and'sizing of perimeter milers, metal profile, and/or flashing termination designs shall •' •' • cod%hh to Rdtf$/tg ?kpplication Standard RAS 111 and applicable wind load requirements. 0 ....I The maximum dg lined pressure limitation listed shall be applicable to all roof pressure zones (i.e. • • * • • field peramet�r corners). Neither rational analysis, nor extrapolation shall be permitted for • • • • • egbai"o fast;; - 1E t enhanced pressure zones (i.e. perimeters, extended corners and corners). ...... (Wh%n this liiNtdtivn is specifically referred within this NOA, General Limitation #7 will not be • applicable.) . . • END OF THIS ACCEPTANCE NOA No.: 08- 0227.07 MIAM4DAdE NTY Expiration Date: 06/19/13 AP PROVED Approval Date: 05/15/08 Page 21 of 21 a 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) 95 Roofing Systems (TGFU) Continued Roofing Systems (TGFU) Continued CENTRIA 86863 Ply Sheets: Two to three layers of Type G1 "Flintglas" ply sheet or Type 1005 BEAVER GRADE RD, MOON TOWNSHIP PA 15108 G -2 "Glasbase" base sheet. F OTHER SYSTEMS Surfacing: Gravel or slag. Class A 7. Deck: C -15/32 Incline: 3 Building units used in this system are composed of foam core covered on Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor both sides with a 26 gauge minimum coated galvanized steel skin, designated retarder. VERSA PANEL VP1.75, VP2.25, VP2.50, VP4.00 or INTEGRITY R400, R250, Insulation (Optional): One or more layers or combination of the 8225 or 175. following: Polyisocyanurate, perlite, glass fiber or wood fiber, any 1. Deck: — Incline: No limitation thickness. Installation: Mechanical) fastened to metal rafters. ` _ Y Membrane: Three or four layers of Type Gl "Flintglas" ply sheet. a Class B Surfacing: Gravel or slag. +` Building units used in this system are composed of foam core covered on 8. Deck C -15/32 Incline: 1 both sides with a 26 gauge minimum coated galvanized steel skin, designated Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor VERSAPANEL VP1.25, VP1.75, VP2.25, VP2.50, VP4.00 or INTEGRITY R400, retarder. 8250, 8225, 175 or 125. Insulation (Optional): One or more layers or combination of the I. Deck: — Incline: No limitation following: Polyisocyanurate, perlite, glass fiber or wood fiber. Installation: Mechanically fastened to metal rafters. Base Sheet: One layer Type G2 "Glasbase" base sheet. CERTAINTEED CORP R11656 Ply Sheets: Two layers Type Gl "Flintglas" ply sheet. 750 E SWEDE SFORD RD PO BOX 860, VALLEY FORGE PA 19482 Cap Sheet: One layer Type G3 "Flintglas" cap sheet. ' 9. Deck: NC Incline: 1/2 'Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt Insulation (Optional): One or more layers or combination of the organic felt in the Class A, B or C roof constructions indicated below. p Y Type G1 Flintglas Ply Sheet or Flintglas Premium Ply Sheet are suitable following: Johns Manville "ENRGY 2 ", polyisocyanurate, perlite, glass alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable fiber or wood fiber, any thickness. T 9ternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Base Sheet: Two layers Type G2 "Glasbase" base sheet or Type Gl Surface Cap Sheet is a suitable alternate for Type 30 Cap Sheets. Flex- I -Glas, "Flintglas Ply Sheet ". Premium Flex- I-Glas or Flex- I-Glas FR Base Sheet is a suitable alternate for the Surfacing: Type G3 "Flintglas Mineral Surfaced ". G2 glass base and the Type 15 All base sheet. 10. Deck: C- 15/16* Incline: 1/2 Unless otherwise indicated, base sheets are mechanical)y fastened or spot *All joints blocked. j' ' mopped in place; ply and cap sheets are hot mopped in place. Insulation (Optional): One or more layers polyisocyanurate, 2 in. min, Black Diamond base sheet is limited to noncombustible decks and combos- wood fiber, 1 in. min, perlite, 3/4 in. min, glass fiber, 15/16 in. min. able decks requiring insulation. Base Sheet: Two layers Type G2 "Glasbase" base sheet or Type Gl Two plies Type Gl may be utilized in place of one ply Type G2. "Flint las Ply Sheet ". EPS insulation followed by 1/2 in. cover board maybe utilized in any of the g Y following systems. Surfacing: Type G3 "Flintglas Mineral Surfaced ". The "YOSEMITE" may be used in any of the following noncombustible deck 11. Deck: C -15/32 Incline: 3 roof systems and, where indicated, in combustible roof deck systems. Insulation (Optional): Any thickness, one or more layers or combina- "Torch APP" may be utilized in any of the following systems that contain bons (optional of "Hy -Therm AP ", "Hy- Therm TAPERED ", "Hy -Therm ' r "Ftintlastic STA ". COMPOSITE ", "Celo- Therm" "HY -Tec (Energy- LOk) ", -tar , "Flintlastic Ultra Poly SMS" may be used in lieu of "Poly SMS Base" in all wood fiber or glass fiber, mechanically fastened or hot mopped. application Classifications. Base Sheet: Type 15 asphalt organic felt, or "Glassbase Base Sheet ", 1 References to Type G2 base sheets includes "Channel -Vent GB ". "F1intBoard Iso', "FlintBoard Iso Cold ", "FlintBoard Iso -T" or "F1intBoard nailed or hot mopped. Iso Plus ", may be used wherever polyisocyanurate insulation is specified. Ply Sheets: Min three plies Type 15 perforated asphalt organic felt, ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "Flintglas Type VI Premium Ply Sheet ", "Flintglas Type IV Ply Sheet ", Class A hot mopped. 1. Deck: NC Incline: 3 Surfacing: Gravel or slag. Base Sheet: Type G2 Glasbase. r Ply Sheet: Type Gl Flintglas or Type G2 Glasbase. 12. Deck: NC Incline: 2 Insulation (Optional): Any thickness, one or more layers or combina- " Surfacing: Gravel or slag. tions (optional) of "Hy -Therm AP ", "Hy -Therm TAPERED ", "Hy -Therm COMPOSITE ", "Celo- Therm ", "HY- -Tec (Energy- LOK) ", wood fiber or 2. Deck: C-15/16* Incline: 1/2 glass fiber, mechanically fastened or hot mopped. *All Joints blocked. Base Sheet: Type G2 "Glassbase Base Sheet ", Type G1 "Flintglas Type Base Sheet: Two layers Type G2 "Glasbase" base sheet or Type G-1 VI Premium Ply Sheet" or "Flintglas Type IV Ply Sheet ". 2 "Flintglas Ply Sheet ". Ply Sheet: Min one ply Type Gl, " Flintglas TyW VI Premium Ply Surfacing: Type G3 "Flintglas Mineral Surfaced ". Sheet" or "Flintglas Type IV P Sh t ", hot rP1&p iEt! S 3. Deck: NC Incline: 3 g y, • • • >; • • Base Sheet: Two layers Type 15 All Weather /Empire. Surfacing: Type G3 cap she FUnt$las Mineral Surfaced Cap heat', hot mopped. 0 • • • Surfacing: Gravel or slag. • • • $ ' Incline: 3 L••$ • • • • • • • • ° • •u• S 4. Deck: NC ° 1. Deck: C 15/32 • • • • • •Incline: 1 /2 • • Insulation: Polyisocyanurate, mechanically fastened or hot mopped, • • • • • • any thickness. Base Sheet: Two layers Type 1&4M Weather �P pire' ". • • Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt Surfacing: Type G3 "Flintglas j "gr'1l Surfat'eg • . • • • • glass hot mopped. 2. Deck: C -15/32 Incline: y /4 • • Surfacing: Gravel. Vapor Retarder (Optional): I •Glasbase ' os L� Classi�iec Tva por 4 5. Deck C 15/32 Incline: 3 retarder. •' • • • • Insulation: Polyisocyanurate 1 in. min., mechanically fastened or hot Insulation (Optional): One�Or•!e layers or•combination o4� e Y 4 mopped. following: Polyisocyanurate, prerlite, glass fiber" *wod fiber • • • • • Y It saturated organic felt (perfo Base Sheet: Three plies Type 15 aspha Base Sheet: One layer Type �2 "Gsbase" ft, fit. Ply Sheets: One layer Type @1 rated) hot mopped with hot roofing asphalt. "l las" ply sheet. • • • • • • Surfacing: Gravel. Cap Sheet: One layer Type Gf * Flin glas" cap AM, • • lY 6. Deck: C -15/32 Incline: 3 3. Deck: NC Incline: i• • • Vapor Retarder (Optional): Type G2 "Glasbase" or UL Classified vapor Insulation (Optional): Isocyanurate, wood fiber, glass fiber, 2 in. max, retarder. mechanically fastened. t Insulation (Optional): One or more layers or combination of the Base Sheet: One or more plies Type G2, hot mopped or mechanically following: Polyisocyanurate, perlite, glass fiber or wood fiber, any fastened. Ply Sheet: One or more plies Type Gi, "Ply IV" or "Ply VI ", hot thickness Base Sheet: Type G2 "Glasbase" base sheet. mopped or mechanically fastened. LOOK FOR THE UL MARK ON PRODUCT ,. ,, � ��, � � .� � . '� `� g � M z � �� t rsr �, �; • • •��• • • ♦ • • •s�• • •• • • • • •��• • • • • • • '+ i ' ;. • • � � � � • • .tee- ..,.�...,.... -. •��• • • • - d • • •• • • •• • • • � / �} .��_ _,p,,,,�_„ ��• ,,.. 3 `_ ' �