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RF-08-1683inspection Worksheet Miami Shores Village 10(50 N.E. 2nd Avenue Miami Shores, FL Phone: (3fl5)795 -2204 Fax: (305)756 -8972 Scheduled inspection Date: March 12, 2009 Inspecto : Rodriguez, Jorge Owner: PASQUALIN, AIMONE & TERRI Job Address: 253 NE 94 Street Miami Shores, FL 3313E- Projecz: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments Permit Type: Roof Inspection Type: Final Roof Work Classificati •gin: New Roof Phone Number Parcel Number 1132060133820 Phone: 305 - 751 -0382 0 17 EtAID Passed Failed ' Inspector Comments 1 CorrecUion Neectal R - lnspeetion Fee No Additiera, Inspections can be scheduled until re- inspection fee is paid. March 11. 2C0:) UP i r otog Page 15 of 15 • FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT • INNOVATION • INTEGRATION No 1 84 5 16701 Southwest 117th Avenue • Miami, Florida 33177 Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI-DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 Owner's Name: Job Address: Roofing Contractor: 9-1 t °5' lap If bjel Type of Tile: ' L- 9 cci c 9 — U °7- Date Installed 2-2.13-'-D1 Approximate Roof Height: feet ,- 3 e lR Type of Access to Roof: Scaffolds "" Ladder Other Approximate Square Footage of Roof: 3F. LQO ft2 Testing Equipment: F.G.E. 100X, Shimpo Instrument SITE SPECIFIC INFORMATION Required Testing Force: 35 lbs. Date: -C. °0'l TEST RESULTS P= PASS,F =FAIL Test vocation Uplift Full Test {P =or F F ': Uplift Puff Testa or F}, Test Location uplift POi f err Fj Test Location ..Uplift Pull Test P;or F 1 VII- -,I.7 26 27 `! LI"... t 1 51 52 11, ' 76 77 2 1 3 28 -- 53 - ' 78 4 -- 29 -- 54 -- 79 5 30 55 -- 80 6 31 -- 56 -- 81 7 -- 32 -- 57 -- 82 8 -- 33 -- 58 -- 83 9 _- 34 -- 59 -- 84 10 -- 35 -_ 60 -- 85 11 -- 36 -- 61 -- 86 12 -- 37 -- 62 -- 87 13 -- 38 -- 63 88 14 -- 39 -- 64 89 15 40 - -', 65 90 16 41 - -', 66 91 17 -- 42 - - 67 92 18 -- 43 -- 68 93 19 20 -- 44• 45 �� -- 69 70 94 95 21 -- 46 -- 71 96 22 -- 47 -- 72 97 23 -I_ 48 -- 73 98 24 49 -- 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: \r . Vlnayagar M. Balakrlshnan V. R E. LIc# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Contractor Q tfi--4-t 'TT tt—te.-7 Other: Sketch of Roof Notes NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO TAX FOLIO NO. 11- 3206 - 013 -3820 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: 253 NE 94 STreet 1111111111111111111111111111111111111111 11111 CFN 2a_tli a8R0801305 OR Bk 26591 F's 2359; (1P9) RECORDED 10/01/2008 11.31:41 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE Miami SHores, FL 33138 2. Description of improvement:peroof to a new tile and flat mineral cap sheet roof. 3. Owner(s) name and address: Aimone Pasqualin 253 NE 94 STreet Miami Shores, FL 33138 Interest in property: N/A Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Duality Roofi ng Contract -ors, Tnc_ 13800 NW: '1 Avenue Miami, FL 331 68 5. Surety: (Payment bond required by owner from contractor, if `Lnr [, t' ,G 'N� t h �. 9 i�R11rY' P'fi�5 Ft Name and address: N /A „�� -� ���e�s �st;�e Amount of bond $ 00 f 6. Lender's name and address: N/A �/✓��n CC riv t ►t;E' Fw, : c, o a��•1':�IP: /=';0114iS 7. Persons within the state of Florida designated by Owner upon whom notices or other docume provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe, ;:",specified) -77010.- ure of Owner Print Owner's Name Sworn to and subscribed before me Notary Publi Print Notary's N . e My commission expi 123.01-52 PAGE 4 8102 p(-3 (f to fJ Prepared byyCarlos Arocho Qn�lity Roofing Contractors ,20(� nxg tt„ • 4'4. • s i• My Commission Expires Jan 5, 2009 -iii *it a Commission # DD 384023 ''F *?''' Bonded By National Notary Assn. Address: 13800 NW 1 Avenue Miami,. FL 33168 Miami Shores village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing v1EL SEP 1 7 2008 j Permit No. OS r Master Permit No. Owner's Name (Fee Simple Titleholder) Aimone Pasqualin Phone # ( 305) 757 -9020 Owner's Address 253 NE 94 STreet CityMiami Shores State FLorida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 253 NE 94 STreet City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 11- 3206 - 013 -3820 Is Building Historically Designated YES NO X Contractor's Company Name Qnal ity Roofing Contractors Contractor's Address 13800 NW 1 Avenue City Miami Qualifier Name Phone # ( 305) 751 -0382 Carlos Arocho State FL Zip 33168 Phone # ( 305) 751 -0382 State Certificate or Registration No. RC0058627 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 17,000.00 it Square/ Linear Footage Of Work: . 4800sgft. flat: 300sqft. Type of Work: ['Addition ❑Alteration ['New M Repair/Replace ❑ Demolition Describe Work: Reroof to a new tile and flat mineral cap sheet roof. :x***** ***** * *********** * ** ********* * *vesa: *:x:x**** *** �x* �x******* * ** *�x�x ****�: *�:�:�: *�x�x�:*** Submittal Fee $ Permit Fee $ sI9 —1D CCF $ /4,2 CO /CC Technology Fee $ 1 Zoning $ Notary $ ®�� 0 Scanning $ 4 .00 Training/Education Fee $ 3 � 4O Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ X11 ° '', Ai. Total Fee Now Due $ 0 See Reverse side -+ OCT 0 3 2C08 MIAMI SHORES `AIL GE Bonding Company's Name (if applicable) Bonding Company's Address City State PK. Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature -O 1 ner or Agent The foregoing instrument was acknowledged before me this t�/ day of , 20 , by F� ' t°► 5 Nei P Signature Contractor The foregoing instrument was acknowledged before me this /S day of 5e e 4--• , 20th , by e,1,01 's personally known to me or who has produced who is pers onally known to me or who has produced ft. -0).v1/42t— As identification and who s ' NCISC - - • - as identification and who did take an oath. iapT P,,B i�� NOTARY PUBLIC: .__° Notary Public - sJffi yy ' UBLIC: Nty Commission Expires Jan-57-0 69. °`= Commission # DD 384023 Bonded By National Notary Assn. Sign Print: My Commission Expires: 67 ***0**0*00 *0#011******* * * * ** * ** * * *** * ** APPLICATION APPROVED BY: (Revised 07/10/07) My Commission Expires: °°z. ® ¢ kk** **kkk** ** **** kkkkkkkkkkkkkkk kkk**** ****kkkkkk*4;61f * + 1 • � g 1- ✓1 '® �, P1 r o jA L�,,z4NN \r-.0(4e 9/C9/ P Engineer Zoning W4ri Siote4 Wave W(4 V*Waage 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 305.795.2204; Fax 305.756.8972 E C [E E . SEP 8 2008 OWNERS'S AFFIDAVIT OF EXEMP ION , . ,,1 - ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Aimone Pasqualin Property Address: 253 NE 94 STreet Roofing Permit Number: Date: 6 -27 -08 Dear Building Official: 1 Aimone Pasqualin certify that I am not required to retrofit the roof to wall connections of my building because: f3 The just valuation for the structure for purpose of ad valorem taxation is Tess 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 pro • ions of 1994 edition of the South Florida Building Code (1994 SFBC) ignature State of Florida County of Dade 61 AD J(— P(439 t9L., /1/4/ Print Name 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 n - FRANCISCA RODRIGUEZ -JOYA Ak r'nVw . Notary Public - State of Florida .1.: My Commission Expires Jan 5, 2009 ommission # OD 384023 Bonded : National Assn. I Notary Public, Sate of Florida at Larg * When the just valuation of the structure for purpose of ad orem taxation is equal to or more than $300,000.00, FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. HIGH - VELOCITY Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Fornt{ Section A (General Information) Master permit No Process No Contractor's Name Quality Roofing Contractor, Inc. Job Address 253 N.E. 94 Street I$ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened TileCK Mortar /Adhesive Set ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE TICISY ❑ New Roof EX Re- Roofing 0 Recovering ❑ Repair ❑ Maintenance w ROOF SYSTEM INFORMATION 0 Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 300sgft. 3i00sgft. 3$00sgft. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. w 0 O w a ZONING DEPT a w 0 0 0 -J SUBJECT TO COMPLIANCE WITH ALLFEDE STATE AND COUNTY RULES AND REGULATIONS ••• • • • • ••• FLORIDA BUILDING CODE — RESIDENTIAL • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) FIII In Specific Roof Assembly Components and Identify Manufacture (if a component is not used, identify as ( "NA") System Manufacture Gaf Material Corp. NOA No. 03 0501.05 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 49.2f max2; Pmax3:_17..3 Max. Design Pressure, From the Specific NOA System _52.5 Deck: Type: YAmd 1 X 6 Gauge/Thickness: Slope .5 Anchor/Base Sheet & No of PIy(s) N/A Anchor /Base Sheet Fastener /Bonding Material: N/A Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): 1 Glas hEre Base Sheet Fastener /Bonding Material: 1 1/4" R/S N3i.1s 9 "0% at 4' lap PIy Sheet(s) & No. of Ply(s): 2 plies of ply 4 PIy Sheet Fastener /Bonding Material: ape 711 asphalt Top Ply: Gafglas Mineral Cap Top PIy Fastener /Bonding material: • • • Fastener Spacing for Anchor/Base Sheet Attachment Field 9 "oc @ Lap, # Rows 2 @ 9 " oc Perimeter 9 " oc @ Lap, # Rows 2 @ 9 oc Comer 6 "oc © Lap, # Rows 4 @ 6 oc Number of Fasteners Per Insulation Board Field n/a Perimeter n/a Comer n/a Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing, or Submit Manufacture Details that Comply With RAS 111 and Chapter 16. /)' g 4\-1/4*0:10 Lk4 Parapet Height ••• • • • Type 111 nmppinq asphalt •• • • • • •• Surfacing N/A • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• •• • • • • • •• • ••• • • • • • • • • • •• ••• • • • • • • • • • • •• •• • • •• • • • • • •• • • • • • • • • Mean Roof Height • • • • • FLORIDA BUILDING CODE — RESIDENTIAL • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacture aErallica Ctjatel IJJI Product Approval number 05- 0204202 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45„ " P2: -95.1 P3: - 9 5 . 1 Maximum Design Pressure Product Approval Specific System 83.1 0 Method of Tile Attachment: Polyfoam Adhesive setting Deck Type: Type Underlayment: Insulation: Fire Barrier: Steep Sloped Roof System Description wood 1X6 Roof Slope 3 :12 301b. ASTM D -225 N/A N/A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Ridge nitilation? Mean Roof Height: 13 ' 1 1/4" R/S Nails 6" o/c laps 7 rnwa 17 n Type 111 mopping asphalt 901b. ASTM Felt Spanish S Clay Tile •• ••• • • • • • •• Typee & Size PriT . Cap:•• • :: 3 3: galvanized eave drip •• ••• • • • • •• • • • ••. •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • F.LORIt A BUILDING CODE — RESIDENTIAL • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HIGH - VELOCITY HURRICANE ZONES Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For moment based tile systems, chose either Method 1 Or 2. Compared the values for M, with the values from K. If the M, values are greater than or equal to the M. values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: -45 x a,, 245 =11.0 . M,4.53 =Mr, 6.50 Product Approval M, 83.10 (P2: -9 _ 1 x _X45 = 23_30)- M. = Mr2113_77 Product Approval M, g� (Ps: -95.1 x 7r .245 = 23.30)- MB�= M.318.77 Product Approval Mr -83 Method 2 " Simplified Tile Calculation per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, Mr Required Moment of Resistance* Mean Roof Height-a Roof Slope 1 16, 20 25' 30' 40' 2:12 34.4 36.5 38.2 38.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 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 conJuction with a Ilst of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F'. with the values for Fr . If the F' values are greater than or equal to the F r values, for each area of the roof, then the tile attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" x 1: = x w:= )- w: x cos B: =Fr,_ Product Approval F' (Ps: x 1: = x w:= )- w: x cos B =F &_Product Approval F' (P3: x 1: = x w:= )- w: x cos B: =Fa Product Approval F', Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M. Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions I= Length W...-width Product Approval All Calculations must be submitted to the Building Official at the time of permit application • • • • •• ••• • • • • • •• • • • •• ••• •• • • • •• • • • • • ••• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •. • ••• • • • .., • • • • • • • FLORIDA BUILDING CODE - RESIDENTIAL • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• • • • • • ••• • • MIAM3 COUNTY 'R oS f 0$ BUILDING CODE COMPLIANCE OFFICE (BCCO PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Ceramica Cejatel LTDA SASSI Corp. 4664 SW 146 Court Miami, FL 33175 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. DESCRIPTION: Ceramica Cejatel Portuguesa '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 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 shhl l e•$ro; idled o t1 a rise .b•y the manufacturer or its distributors and shall be available for inspection at the jolt site at :Writ isCot tl�e building Official. • • • This NOA revises NOA # 03- 0623.03 and cohti.sts•bf pages 1 thraigh 4! The submitted documentation was reviewed by Frank Zuloaga, RRC. FLORIDA BUILDING T, SUU'N: 1603 RIDA 33130 -1563 ' �iX (305) 375 -2908 www.buildi codeonline.com SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE E AND COUNTY RULES AND REGULATIONS • • • ••• • • • • 0 • • • • • • • • • • •. • • • • • • • 0 • • • • •• • • ••• • ••• • • • • • • • • • • ••• • •• •• ••• • • • •. •. • • ••• • • •. •.• • • • • • • • • ••• •••• • • • • •.• •• •• NOA No 05- 0204.02 Expiration Date: 10/12/08 Approval Date: 06/23/05 Page 1 of 4 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This approves a roofing system using Ceramica Cejatel Portuguesa `S' Clay Roof Tile, as manufactured Ceramica Cetajel Ltd. described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufgetured by Applicant `S' Clay Roof Tile Trim Pieces Test Dimensions Specifications 1 =16" w = 9.5" 'h" thick 1= varies w = varies varying thickness Product Description ASTM C 1167 High profile, interlocking, one piece, `S' shaped, vitrified clay roof tile equipped with two nail holes. For direct deck adhesive set applications. ASTM C 1167 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 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 in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Ceramica Cejatel `S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. •• ••• • • • • • •• • • • • • • • • • • • • • • • •• •• ••• •• • • • •• • • • ••• •• • • • • • • • • . • ••• • • • • • • •• • • NOANo05. 0204.02 • • • • • Expiration Date: 10/12118 Approval Date: 06/23/05 Page 2 of 4 ••• • • • • • • • • • •• •• • • • • • • ••• • • • • •.• • • •e• •.• • • • • • • • • • • • • • •• •• ••• • • 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w) Tile Profile Weight -W (Ibf) Length - 1(feet) Width - w (feet) `S' Clay Roof Tile 6.3 1.4 0.8 'S' Clay Roof Tile Table 2 Aerodynamic Multiplier A (ft3) 0.245 Table 3 Restoring Moment due to Gravity Mg (Ibf) Tile Profile 3:12 4:12 5:12 6:12 7:12 or greater `S' Clay Roof Tile 4.53 4.46 4.37 4.27 4.15 Table 4: Attachment Resistance Expressed as a Uplift — F' (Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance `S' Clay Roof Tile Polyfoam PolyProTM 83.10 1 Medium paddy placement of 24grams of PotyProrm. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer, following statement: "Miami -Dade County Product Control Approved ". 6. EVIDENCE SUBMITTED Test Agency Test Identifier Celotex Corporation 520639 Testing Services Celotex Corporation 520639 Testing Services IBA Consultants, Inc. 2947 -1 name or logo, or Test Name/Revert Date ASTM C 1167 June 2000 Static Uplift Testing May 2000 PA 101 ASTM C 1167 May 2003 7. 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 the Florida Building Code (FBC) in order to properly evaluate the installation of this system. •• ••• • • • • • •• • • • • • •• • • Z • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • ••• • • • • • • • • • •• ••• • ••• • • • • • • • • • • • • • • e• •• ••• • • • • • • ••• • • • • • ••• • • • • ••• •• • •• • • • • • • • •• • • • • • • • • • • • • • •• •• • • NOA No 05- 0204.02 Expiration Date: 10/12/08 Approval Date: 06/23/05 Page 3 of 4 PROFILE DRAWINGS 'S' CLAY ROOF TILE END OF THIS ACCEPTANCE • +• • • •• • • • • • • • • • • o • • • • •• • • • • • • • V. •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • •• • • • • • • • • NOA No 05- 0204.02 • • • • • • • • Expiration Date: 10/12/088 Approval Date: 06/23/05 Page 4 of 4 ••• • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •• ••• • • • ••• • • MIAMI•DAD1= BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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: Polypro® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J urge L. Acebo. • • • • • • •• • ..•' :1✓. • • •• • • • . • • • • ••• •• • • • •• • • • • • • • • • .• • • •• ••• ••• • •o • •• • •• • • • • • • • • • • • . • ••• • • • • • * • • • • • • 0 • y • .• • • a • •• •• • 0 • •• •• ••• • • • ••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 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 Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPack+D 30 & 100 N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment 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 A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% The physical properties listed above are presented as typical average valves as determined by accepted ASTM test methods,indYrk s 1lliect'to torn r1'manufacturing variation. • • ^ • 0 • • • • 44 • • • • • • • • • • • • • • • • G • • a s • • • • • ••• ••• • • • NOA No.: 06- 0201.02 • • 1 • • • Expiration Date: 05/10/11 • Approval Date: 04/13/06 Page 2 of 7 ••• • • • • ••• • • • • • • • • • • T•• • :040: • :•••: • • • ••• • • • • ••• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA 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[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -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: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / • W t • • • 2 • • • F' - •• • % • , • MS w '-' [•1 •• • • • • •• • • • • • • • • • + • g, • S NOA No.: • 06- 0201.02 • • • • • • • • • • . Expiration Date: 05 /10 /11 • • • • • Approval Date: 04/13/06 Page 3 of 7 ••• • • • • o • It • •.• • •• •• ••• • • •1 • •• • 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 Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam 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 Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypn$ AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 NIA Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applk'abl building tod: b orUr to properly evaluate the installation of this system. . • • 9 . • a : • • • • ••• •• • • • ••• •• • • • • • o • • • • • • • • • • •• • • • • • • 6 • • • * • • • • • • • •• • • • • • • ••• • • • ••• • • • • •064 • • • • • . • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• •af• • • V ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nan tinough Plastic cement Underlaymsnt 1) Place enough adhesive toachieve 11 t o 23 Optbref 2c4 s far square Inches ln coined tdahthe pan tie ste2P Doh ePP +s 2) Tumcmrers upside down. Place adlusdve 112 is \ /'' To 1 fa From outside edge of cover the. ./ Then install the the. /�►. - - Nan through plastic cement • • • • • • • • • • • • • • • • • •• • ••• •• • • • •• top Potion of the eave course cover dha Abut to second course of pantiles. Ensure eave end of pan and cover ties are flush at nave line. Eave closure (mmtarshown) Weephole Fascia Sheathing Optional Point-up Mortar on longitudinal edges of tile •• ••• • • • • • •• • • • • • •• •• • • • , • • • • • • • • • •• • • • • • • • • • • • 0 • • • • • • •• • • • • • • •.. • • • • ••• • • • • •.• • • • • • • • • • o • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY ...... • • • • •• . • • • • • • • .. ••• .. • • • •• • • ••• • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • 0 • •• • • • • •.. • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •.. • • • • • • • • • . • • • • •. • • • • • • •• • ••• • • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • y Nall through plastic cement ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) 3 in x3in. Single Paddy on under- laYmeat Single paddy under the Single paddy on top of the Eave course 21n. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between the 2In. x 7 in. medium size paddy eave course only } in.x 3 in. Single 4 in. paddy on under- layment Single paddy on top of tile rune Fascia Weepholo Eave closure DIIp edge Side paddy between tile tri in. x3in. Single paddy on underlayment Single paddy on top of the Faye Course Eave Closure 2 in. x 7 In. medium Fascia paddy eave course only •. ... • • • • • .• • • • END °clingA • • ei. NCE • • • ••• •. • •.•• • • • • • • • • • • •• • • • • • • • • • • • • ..• • • • • • •• • • • • • • ••• • • • • . .. • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • •• .. • • • •. .• 0•• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 M IA M •DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 (AHD. 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 AW (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 AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Bnitrting Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shali ha ntvided to the Eby the manufacturer or its distributors and shall be available for inspection at the job cite a li mien stir �iuildmg Official. • • •• ••• •• • • • •• This NOA renews NOA #02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloag , RRC • • • • • • • . • ▪ • • . • • • . • . • • • •• • • • . • • • • • • • .. • • • • • • • ••• • • • • ••• • . • • • • ... •• •• • • .. ••• .. • ••• • • • • . • • • •• •• NOA No: 03-0501.05 Expiraton Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 Ultima'rM Base Sheet, STRATAVENT® Rliminatnr Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4®, GAFGLAS Flex Plylm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -4S psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAPTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tee (GAFTTTE) insulation plates at a fastener spacing of 9" • o.c. at the 4" lap staggered in two rows 9" in the field (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bsJsq. •.. ••. • • •'• • • .•• Cap Sheet (Optional) Oils ply el q .LS lyii$eral Surfaced Cap Sheet adhered in a full mopping of appitwed4spWt appiied*within the EVT range and at a rate of 20- 40lbs.sq. • • • ••• • • • •••• • • • • • •••• • • • •• • • • • • • • • • • • • • • •• •••• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • '• • • • • • • • • •• •• • • • •• •• ••• • • •- ••• • • NOA No: 03-0501.OS Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following. 1. GAF Special Roofing Bitumen with an application rate of 20 lbs.sq with an application rate of L5 galJsq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal/sq.; or GAF Premium•Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal./sq. 2. Asphalt flood coat at an application rate of 60 lbs./sq. t 20 %; plus gravel or slag with an application rate of 400 lbssq. & 300 lbs.sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating); Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. •• ••• • • • , • • •• • • • • • • • • • •• ••• •• • • • •• • • • ••• •• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page i9 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minim' um W' Dens Deck or 1 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at 'a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 2751b£ insulation attachment shall not be acceptable. . Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in copjunctian with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (ie. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fagtrmng at enhanced pressure zones (Le. meters, extended corners and corners). (When this 'imitation is specifically r feu d yithinAltilVIA. General Limitation #7 will not be applicable.) • • . 10. All products listed herein shall have a.tY•essueeu�in doordance with the Florida Bulling Code and Rule 9B-72 of the Florida Adams' trade 'Wee. END OF THIS ACCEPTANCE • • • ••• •• • • • • • '• • • • • • • • • • • •• • • • • • • II. . • •••..• •• •••• • • ••• • • • ••• • • • • ••• • • •. • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 21 of 21 cvv4 r tivw uev tnh t Gnu it.o Amu t 1 o 1 ChM 1Jltttt,1 UN Y • • • ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) —Cone nued .AS #80 Premium Base Sheet may be used in .any of the following las Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". EMP Permalite Recover Board" may be used in Lieu of any perlite a in any of the following NC Classifications. Class A, B and C Ming asphalt, for use with organic and glass felts or modified bitumen Les. oid Heat Weld" SBS roofing membraner may be used in lieu of d Mop" SBS products in any applicable Classification Class A c C -15/32 Incline: 3 elation (Optional): One or more layers perlite, wood fiber, glass c isocyanurate, urethane, perlite / isocyanurate composite, perlite/ thane composite, wood fiber / isocyanurate composite, phenolic, any :krtess. Sheet Three or more layers Type Gi "GAFGLAS Ply 4" or 4FGLAS Ply 6 ", hot mopped. facing: Gravel. c: C -15/32 Incline: 2 elation (Optional): One or more layers perlite, wood fiber, glass r, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ thane composite, wood fiber/ isocyanurate composite, phenolic, any :kness. Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or JFGLAS Ply 6 ". i Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap et. :: NC Incline: 2 ilation (Optional): One or more layers perlite, wood fiber, glass r, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ thane composite, wood fiber/ isocyanurate composite, phenolic, 2 in. Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- VS Ply 6 ". Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap et" NC Incline: 1/2 ilation: One or two layers "Isotherm R ", 4 M. hot mopped. Sheet: Any UL Classified gravel surfaced Class asphalt glass fiber system. :: C -15/32 Incline: 1 Sheet (Optional): Red rosin paper, nailed e Sheet: One layer of Type G2 "GAFGLAS # " (may be ed). Sheet: One or more layers of Type Gl "G FGLAS Ply 6 ". Sheet: One layer of Type G -3 "GAFGLAS Mi eral Sur :t' : NC Incline: 3 a Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet". Sheet One or more layers of Type G1 "GAFGLAS Pty :GLAS Ply 6 ". Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap C -15/32 Incline: 2 tlation: One or more layers perlite, glass fiber; isocyanurate, ure- .e, perlite / isocyanurate composite, perlite /urethane composite, phe- :, 1.0 in. min (offset from plywood joints 6 in.). Sheet One or more layers of Type Gl, G2 or G3. tbrane: One or more layers of " Ruberoid Torch" (smooth or ule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or ule) o: " Ruberoid Mop Plus" (granule). Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. C -15/32 Incline: 2 lation (Optional): One or more layers perlite, wood fiber, glass • isocyanurate, urethane, perlite / isocyanurate -composite, perlite/• arse composite, wood fiber / isocyanurate composite, phenolic, an y. • Sheet Two or more layers of Type G2 or G3. • beet (Optional): One or more layers of Type Gl. Lbrane: One or more layers of "Ruberoid Torch" (smooth or ile), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or ;le) or " Ruberoid Mop Plus" (granule)r ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGF'U)— Continued Cap Sheet "GAFGLAS Mineral SafacedCap Sheet ", hot mopped. Deck: C -15/32 Class B Insulation (Optional): One or more y�eperlite, wood fiber, glass fiber: isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, peril :et urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type Gi, G2 or G3. Membrane: One or more Layers of "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped Class C 1. Deck: C -15/32 Incline 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, pekrlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness, Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". COAL TAR FELT SYSTEMBitumen" WITH HOTIROOFING COAL TAR Class A . Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber: isocyanurate, urethane, perlite / isocyanurate composite, peril :ei urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type G1 "GAFGLAS Ply 4" or :'GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or gi: ss fiber, 2 in. max. Ply Sheet Three or more layers of Type Gi "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing Grundy Industries "al MB Aluminum Roof Coating" a: 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite; wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic. any thickness. Ply Sheet Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline 1/2 • • • Jzasujatipn: pnepr4+vo dyers "Isotherm R ", 4 in., hot mopped. Pt, 'helt *Amy ft..ified gravel surfaced Class A asphalt glass fiber eu at sysferr: • • • • • •`� *sla iO • • • :: • • • Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fibet any thickness, mechanically fastened. 173 • Base Sl;eee,• j3ne OA Jype• G1 -'or G2, mechanically fastened or ho: • • mop • • • • • • • Pay Sheet One or recant p:es•&ype Cl or G2, adhered with hot roofing • • • asph .• :,se • • • • t Surfacing: uAF PremiumFibered Aluminum Roof Coating", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline:1 : • : Iristr:atr,'pn=O$aona:: Pe :fie, glass fiber, po)yisocyanurate, wood fiber, i : naecianply fa4ten4i, in> thickness. LOOK FOR THE UL AIARK•ON PRODUCT• • • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally., the following items should be addressed as part of the agreementbetween the owner ant the contractor. The owner's initial in the designated space indicates.that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may hav to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhotthes, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. i`� Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing • amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. wner /Agent's Signature Date Contractor Signature Date