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1215 NE 97 St (6)
❑ PERMIT N? 121 BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot 1 1 n CONTRACTOR OR BUILDER MIAMI SHORES VIIL Work to be performed under this Perini BL 1 6 AGE, FLORIDA DATE 195 Contractor's License No S ubdi- , vision vtalue of P• •oject $ t� c This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the u ferstanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. 'Ibis Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are cF anged without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes th responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or n the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. i Signed: + . ._ BY 1 INSPECTOR In consideration of the issuance to me of this permit I agree to perform th work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or pecifications 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, servant or employee. ` BY Amt. of Permit $ AUTHORITY AP µ ION FOR BUILDING PERMIT Application is hereby made for th iroval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein describe is application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisi of the Laws of the State pf Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of ami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. l VA Al) CC�` { 19 d , �_ __ _a__ s No. _ +f1 _ __d _ , I Street S r2. 20. , -Rd, 09 Owner's Name and Address_ ,__ l � Registered Architect and /or Engineer Name and address of licensed � LLB � � �--�- - � _-�-�--� �r contractor__ i - pJ Location and legal description of lot to be built on: �1�t-2 - - - - c � 7- �� - Lot Block Subdivision Street and Number where work is to be done ) ) 5 4) 9 State work to be done and purpose of building (by floors) _ ___ New Building � Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $__ 10,;1 3 _ nount of Permit 4 Zone cubage required ___ _ Ian Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor__ I hereby submit all the plans and specifications for said building be sent to The undersigned applicant for this building permit does hereby c of labor under the Florida Workmen's Compensation Act, being Sec and has complied with the provisions thereof, and will require simil in the work to be performed under this permit; and will post or taus or notices as are required by the Act. The undersigned agrees to emp as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly auth peared Chairman Member Member /22 Permit No Disapproved (Signed) Date Date Building Inspector Si.,;JRES VILLAGE NG INSPECTION DEPARTMENT l Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged when such re -insp materials an , /or workmanship. 7 and for no other purpose. Repairs No. H of Stories ( Roof Covering / / e All notices with reference to the building and its construction may, ertify that he understands and accepts his obligations as an employer tion 5966, Compiled General Laws of Florida, Permanent Supplement, r compliance from all contractors or sub - contractors employed by him e to be posted for inspection on the site of the work such public notice oy only such subcontractors, on work to be performed under this (Signed rized to administer oaths and take acknowledgments, personally ap- and who, being by me first duly sworn, upon oath deposes and says t \hat he is the of the above described construction, that he has carefully read the fo egoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Disapproved or changes to this application after approval has ction is made necessary by improper notice for to me well known, Date been obtained from inspection or faulty • Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 26 j/�� 51 76 2 27 r 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 , 8 33 58 83 34 59 8 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 9 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 50 75 100 THIS REPORT SUB Civil Engineer: Lab Certification # 98- 0608.04 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name: D O t■l A` k A-F- K A- Job Address 11,45 F.i E S T S ,t, 5 'v 6 9 40 Roofing Contractor: Type of Tile: -t- - 0- tA eP ` ' S ' T Date Installed: t ° ' 21 ` ° S Approximate Roof Height: 13 feet Roof Pitch: ' Y 1 Z Type of Access to Roof: Scaffolds V Ladder Other Approximate Square Footage of Roof ft Required Testing Force: 35 lbs. Date Tested 1 - 4 3 ®C IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ED BY; U.S. SOUTH Engineering & Testing Lab., Inc. P.E. State of FL Certificate authorization # 4100 Testing Equipment: Chatillion 100 TEST RESULTS P = PASS, F = FAIL Project No 64.30 Permit #_ tE P. 2. s - <o 3 3 Permit No. Company Inspection Date pproved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date ,)`"' Type Insp'n 26 6 33 BP_ p .20,5- _ , Name De-3./t. Address 6 � - / -� ' l Q cc r ( � (r' Phone # 7 — a Type Insp'n Permit No. Name Address Company Phone # Inspection Date G j !lam Approved Re- Insp'n Fee 1 +23 . - MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buildjng Inspection Request Date 0 e n FMS - 633 i l r S-)— CCiUCIl C- 6s(Ql Sketch of Roof Job 12_ 15 Sheet Number Contractor Checked By Scale 91 5 r• 1 i--1. ceZ S,C1. 2-of L � L I Q [ �1� Notes: P Qc9 P e.2 . , MIAMI SHORES VILLAGE BUILDING DEPARTMENT 2 305- 795 -2204 � 4 5 Building Inspection Re c Date Type Insp Permit No. Name _2(mcct - t`--a Address I - N' q5 ( 5 Company K.. U3C1 el- Phone # Inspection Date Correction _ '1', Re-Insp'n Fee Address Company Phone # Approved Correction Re- Insp'n Fee zAel MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n l,h rt1 `: n \ i Permit No. �`'� 2-0)S b Name 1. I\ (LAC a: ck \ 7 U - .art) Inspection Date � � Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/18/2005 Applicant: DONAL KAFKA Owner: KAFKA DONAL JOB ADDRESS: 1215 NE 97 ST Contractor KAWALEK, PAUL RICHARD Local Phone: 786 277 - 9540 Parcel # 1132050090380 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -633 Contractor's Address: P.O. BOX 531051 Permit Status: APPROVED Permit Expiration: 10/26/2005 Construction Value: $13,300.00 Work: RE -ROOF FOR MASTER PERMIT BP2005 -202 Page 1 of 1 Legal Description: 5 53 42 EARLETON SHORES PB 43 -80 LOT 12 BLK 3 LOT SIZE Fees: Description Amount FEE2005 -6296 Building Fee $325.00 FEE2005 -6297 CCF $8.40 FEE2005 -6298 Notary Fee $5.00 FEE2005 -6299 Training and Education Fee $2.80 FEE2005 -6300 Technology Fee $8.13 FEE2005 -6301 Scanning Fee $12.00 Total Fees: $361.33 Total Fees: $361.33 Total Receipts: $0.00 L V' 1 8 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: A RECORDED COPY MAST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. �P d S _4 3 TAX FOLIO NO. ti - z _t7 ( '` STATE OF FLORIDA COUNTY OF DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: n h AA � 1. Legal description of property and street address: 1 ) 5 N� / l f hsy-, t A + Sh o t-,es , �- 33)313 2. Description of improvement: ✓ 3.Owner (s) name and address: RVt 1 1 i LAHV a 121 w 6t* NM haiu^' 41tOt Interest in property: Nv19vw- Name and address of fee simple titleholder: 1k ofa 44 k k ,Q vW ' ,1 4. Contractor's name and address: F&c,k I K a ' A. 1 l< P. (� . ISO X S3 )OS) 1� t I &rn 33153 • STATE CF FLORIDA, COUN Ne 5. Surety: (Payment bond required by owner from contractor, +f' any)C - 477. Yfi;stt;,,; i . original i.7cd i fGi Name and address: Amount of bond: $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other (1) (a) 7., Florida Statutes: }5k1ltR4 1441s17 V Name and address: 1 1■1 q1 r X1 -M 8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1) (b) 7., Florida Statutes: Name and address: NOTICE OF COMMENCEMENT 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ontlimr° Signature of Owner Print Owner's Name 1 Sworn to and subscribed ' me this Notary Public Print Notary's Name My Commission Expires: Re-roof' ay l,Ar,vcy RUV1N, y rUfWfYlt" 3�v13� — ?� 111111111111111111111111111111111111111111111 C: F P4 200 " R 0470v34- OR Bk 23354 Ps 0551; Ups ) RECORDED 05/113/2005 11 :01 :36 HARVEY RUVIN? CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE uments may be served as provided by Section 713.13 Prepared by: Pa-v-1 KA 1 ` e Address: 0 • ° 531°51 YP Glnny H. Gonell M C 4'I'(1 l - ri [•' ipn fD)323870 • ' : Expires: May 26, 2008 351 S OF Fl Form l% ' Atlantic Bonding Co., Inc. BUILDING PERMIT APPLIC FBC 2001 Permit Type (circle). Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES City A ore $ Value of Work For this Permit ,4 Scanning $ Submittal Fee $ Notary $ Radon $ Code Enforcement $ Training/Education Fee $ Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P Building itleholder) Owner's Name (Fee Simp Owner's Address 1 / Cit �l r V State r Zip 13 b Tenant/Lessee Name Phone # Contractor's Company Name r � pp I" 1�VV� l e l< t \ o � vl i Contractor's Address P,00 v l.7 0>e 53105 ) 3, Permit Fee $ ectric L . 121s W 17G " County Miami -Dade NO State Qualifier State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # ❑ Demolition Describe Work: 2ar Qe- V2O rep /a( 4'' kAA corcre e color +h;wc (6 h PALA -1 i -color (a Io y) von -4-1 I e ,y 6' Type of Work: DAddition ❑Alteration ❑New ® Repair /Replace * * * * * * * * * * * * * * * *, gees * * * * * * * * * * * * * * * * * * * *k * * * ** �7 Jr Structural Plan Review. $ aster Permit No. bing Mechanical Phone # Zip ��✓I2 — 2' 9 Phone # 305 /s 1 1 - 0) q r Zip .1/ Certificate of Competency Nc. 613 B. c o'i Square Footage Of Work: CCF $ T ' CO /CC Technology Fee $ fr Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Naive (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will nyt be approved and a reinspection fee will be charged. X Signature kut Pjf Owner or Agent The foregoing instrument w ackn hedged before a this day o' 2 ' by 4 wha�jib lIo has produced As identification and who did NOTA PUBLLC:_ Sign: <.1- / 41111ilail..% , ariy0i, , 4 WM 1 who all k e an oat NOT Qir H. G.., -11 onitnlsslon #DD323870 tic Bo din Sign: rsonally e nally known to m or Bonded 8 g B tlantic Bonding Co., Inc ai My Commission E fires: My ommission , xpires: * * * * * * * * ** * * * * * * * * ** * * * * * ** * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 Plans Examiner Engineer Zoning Signature 3 El5 14auvuo4 Contractor The for- ' ing ins ment was acknowl day of J . / 20 n by ed bef ,e e its 2 is personally known to : e or who has produced as identification and who did take an oath. NOTARY PUBLIC: ;:;v ?oe Gi i. y I�. .Snell ssloy #� 1 23870 Prin -4.1 .777y r f ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i_01-48 5/03 PAGE 2 Florida Building Code Edition 2002 High Velodty Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name OL ' 0.-via Job Address IA15 1"E (V1 rh J�e ROOF CATEGORY ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 300 3 000 3300 1 u0 Low Slope ❑ Mechanically Fastened Tile th Mortar /AAd heshve Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks - Yes No U�' �f ROOF TYPE Type: Natural ❑ LPGX ❑ ❑ New Roof 6( Re-Roofing ❑ Recovering ❑ Repair ❑ Maintenance 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. MIN 1 a puggral m ipil 11-quirv 0 dip I* .41 rirligalio-it wild'iliiiiiihi 1 E ��;�. i�� : � l CC killihti _.0 1. di _ E ■� :E : ; ri l 4 ■ . ■...ES ■■ e■ ■ii . E E 4 1111:1011 �■ E:.:E■ r. I ; ■A PiliegliblINGINIAtili 8 E E rigl _. 1 � �i, ; � • - JP _ . .. _._ I _ J� _ _ _ -I -- _ 11E - • �:�E I -- _ _ E _- � _L ■ ■ E -_ r,■: � t _►- _ J.. .. _. JJ _, -_ _ _ i� •1 ;E i .. _ _ - 4 -. _ �I l ■ ill � riip r 1. lip Al Roof System Manufacturer: f1&\Af r\ Notice of Acceptance Number: 02 -0 9 / & = 1 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: `� /l' 7 P2: /Q P3: I Maximum Design Pressure /)(,1(:' ' (From the NOA Specific System): y f k e S I' e Method of tile attachment: PO 1 Foc'ti. c - c - Roof Slope: :12 123_01-48 5/03 PAGE 4 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Porn* Application Forth. Section D (Steep Sloped Roof System) Deck Type: Ridge Ventilation? NIA Steep Sloped Roof System Description Mean Roof Height: sle PyoocL- ype Underlayment: Litf 30 Fel+ nsulation: Ire Barrier: N IR astener Type & Spacing: dhesive Type: ype Cap Sheet: Type & Size Drip Edge: E X Ct i v oof Covering: ck " � - 0 r H (VA e 6�d& .h( cz rc e it -14I Where to Obtain Information Description Symbol Where to find Design Press= PI 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 8 Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M( Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' — Rod Slope 2: 12 34.4 36.5 38.2 . 7 MIMI m 3:12 32.2 34.4 38.0 37. 4:12 30.4 32.2 33.8 ' . MUM Illrgal MI' 5:12 28.4 30.1 31.8 2.8 8:12 26.4 28.0 29.4 30. 7:12 24.4 25.9 27.1 28.2 mail 123_01 -48 5/03 PAGE 5 For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the valves from M a If the M1 values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. (P1: (P2: (P3: Met i ; 0 � 04b=., Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) 1 ent Bas dT' — Mg: rV — Mg: — Mg: e Calcul u o s Per RAS 127" _ Mr + _ NOA Mr NOA Mr 111r T' ! •S NOA 11� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA MI *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P z1: _ : w:= ) —W: cos 9: = F NOA F' ( +2: :1: _ x w: =_) —W: scos 0 :_= F NOA F' (P3 : z 1: = z w: _ ) — W: a cos 8: = F NOA F' SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architeckiral appearance, that are not part of a zoning code, should . be addressed as part of the agreement between the owner and the contractor. D K 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). pp fK 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring , J units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of strructural 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 build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. • l 13 l 05 \- Date Contractor's Signature 12/15/2004 22:21 3056659626 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT,CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) _ Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 COMA CAST CORP. 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 bc used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AJ-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code DESCRIPTION: Palema Double Roll and Hacienda Double Roll 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 bc 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 forinspection 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 Frank Zuloaga, RRC PAGE 01 MIM'11 -DADE COUNTY, LORIDA METRO -DADE FLAGLER I3uILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 1 of 6 12/15/2004 22:21 3056659626 f ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1, SCOPE This renews a roofing system using Hanson `Palema Double Roll and Hacienda oof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured b Applicant Hanson Palema Double Roll Tile 13anson "Hacienda" Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Wood Battens Tile Nails Roofing Roofing Tile Concrete Dimensions Length: 16'/2" Width: 13" '' /1" thick Length: 171/4" Width: 13" '' /x" thick Length: varies Width: varies Varying thickness Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1"x 2" for use alone Min. 10dx 3" COMA CAST CORP. Test Specifications TAS 112 TAS 112 TAS 112 Test Specifications Wood Preservers Salt pressure treated Generic Institute LP — 2 or decay resistant (With current NOA) lumber battens TAS114 Appendix E Product Description PAGE 02 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete roof tilt equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tilt profile. Manufacturer Corrosion resistant screw or smooth Generic shank nails (With current NOA) NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Table 1: Aerodynamic Multipliers Tile A, (ft') X (ft) Profile Batten Application Direct Deck A. •Iication Hanson Palema Double Roll and 0.267 0.289 Hacienda Tile 12/15/2004 22:21 3056659626 Tile Screws Hurricane Clip & Fasteners 3. LIMITATIONS 4. INSTALLATION 4.1 Hanson 'Palema Double Roll and Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. Product Test Product Dimensions Specifications Description #8x 2 'A" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. '''A" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 '''h" 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 be 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 underlaymcnt 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. 4,2 Data For Attachment Calculations COMA CAST CORP. PAGE 03 TAS 114 Appendix E TAS 114 Appendix E Manufacturer Corrosion resistant, coated, square drive, Generic galvanized, coarse (With current NOA) thread wood screws Corrosion resistant clips with corrosion Generic resistant nails. (With current NOA) NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 3 of 6 12/15/2004 22:21 3056659626 Tile Profile Hanson Palema Double Roll and Hacienda Tile Table 2: Restorin 3 ": 12" Battens 5.92 Direct Deck 6.l 0 4 ": 12" Battens 5.82 Moments due to Gravit 5 ": 12" Direct Deck 6.69 Battens 5.70 Direct Deck 6.55 M 6": B .ttens 5.56 Tile Profile Hanson Palema Double Roll and Hacienda Tile Table 3: Attachment Resistance Expressed For Nail -On Systems Fastener Type 2 -10d Ring Shank Nails 1-10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 - 10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 2 -10d Ring Shank Nails' 1 Installation with a 4" the headlap and fasteners are located a min. o Direct Deck (Min 15/32" plywood) 27.8 8.8 16.4 25 -8 47.1 24.3 19.0 35.5 31.9 43.0 COMA CAST CORP. as a Moment - Mr (ft- Direct Deck (Min. 19/32" plywood) 37.4 11.8 21.9 25.8 47.1 24.3 19.0 35.5 31.9 67.5 f 21/2" from head of tile. PAGE 04 ft -1 bt) 12" 7 ": 12" or greater Direct Battens Direct Deck Deck 6.39 5.41 6.22 Ibf) Battens 28.8 4.1 7.1 22.9 49.1 24.2 22.1 34.8 32.2 50.9 NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) For Sin • le Pa Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Polyfoam PolyPro 86.61' Polyfoam PoyProTM 45.5 4 Large paddy placement of 54grams of PolyPron". 5 Medium "add "Iacement of 24. rams of Pol Pro"". Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Mortar Set' 20.60 12/15/2004 22:21 3056659626 Table 4: Attachme For Tile Profile Hanson Palema Double Roll and Hacienda Tile COMA CAST CORP. PAGE 05 nt Resistance Expressed as a Moment M (ft-lbf) Two Patty Adhesive Set Systems Tile Application Adhesive Minimum Attachment Resistance 26.1' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average we ight per patty 8 grams. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date_ 12/19/02 Page 5 of 6 12/15/2004 22:21 3056659626 PROFILE DRAWINGS HANSON PALENIA DOUBLE ROLL ROOF TILE FASTENER MOLES UNDERLOCK COMA CAST CORP. PAGE 06 HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES UNDERLOCK END OF THIS ACCEPTANCE OVERLOCK NOA No.: 02- 0916.11 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 1 M:�A M Y ADE i 'An APPROVED: 0G /14 /21001 PROD CT CONTROL NO TICE OF ACC ,�PTA'YC� I'nlyfoam Products, Inc. 2400 Spring Stucbncr Road Spring ,TX 77383 -1132 The expense ofsuch tcsling will bt: incurred by the manufacturer. ACCF.PTANCF. •O.: (11-r1S21.02 EXPIRES: Q5/10r21106 MIAMI -DA COUNTY, FLORIDA METRO -DAOE FLACLER 0UILDINC OU1LDInC CODIc ConIrLIANCEOFFICE METRO-D, METRO-DAL3E I LAGLj R BUILDING 1-10 WtS STRICT, SUITE 160.1 MI,Ht. FLORIDA 33130.1563 (3115) 375.2901 FAN (305) .175-29011 CON t.ICENNirto sEcrioN (3 rAX (i3)75.Z5 511 cn,N I'ILAt't'o14 ENVOIICE,I at v)s(oN (305) 375.29a6 FAX 003)371.1%g 1'K011uCI'CON I.&Oi.DIVISION (1c1) 37f•:902 FAN (301) 37 - 2•0 )3 Your Application for Notice ofAcceptance (NOA) of: Two Component Polyurethane Fnam Adhesive under Chapter 8 ol'the Codc ol'Miarni -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Mirtmi -Dade County Building Code Compliance Office =CO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for'quality control testing. it this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Codc. Raul Rodriguez Cl kfProduet Control Division Tars I s Tarr• COyFRSllt'rT SPF Anr) rTIQN �t 1 FC)R SrFCIFtc �IVI� GENr•.r1A1 CQN r21?'IQNS fUTLOING COni . Cc PI ODUCT It�'VIFW COMM1TT This application for Product Approval has bccn rt:victvcd by the BCCO and npproved by the Building Codc and Product Review Committee to be used in Miami-Dade County. Florida under the conditions set forth above. Francisco J. Qui111nna. R.A. (Director Miami -Dade Cou nstilding Code Compliance °Met v.ici5000 c2CO0\ltomri;tcslneuca scc.pance co .ne piro.dot Internet mu il uddre3s: potemnster'a buIldtnccudconlinc.com • Ilomcp*gc: huh : /hrww.hulldinaeodoonlln .tom .OT/23/01 MON 13:08 FAI 951 573 101: Su)r- Catcgnry : Adhesive Materials: Polyurethane 2. PRODUCT DESCRIPTION R 2.2 Typical Physical Properties: I'rnncrty Density ASTM 0 1622 Compressive ASTM n 1621 Strength Tensile Strength A STM D I623 Wntcr Absorption ASTM D 2127 Moisture Vapor ASTM 5.96 Transmission Dimensional ASTM I) 2 126 Stability POLIFUA]t rxuuut.ia. Pnlv(gom Pr9ducts, Tat', ACCEPTANCE No.: !D n5ZI,Q2 ROOFING ASSEMBLY APPROVAt, C;ltc�nl'v: Roofing Appruval Date:.Innc 14,211111 1 I:o�ttlts 1.6 IbsIlt' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel 10 rise 0.08 Lbs. /Pt 3.1 Perm / Inch Expiration Date: May 0,i0(14 I. SCOPE This ;tpproves t'ttlypruS A11160 :t mornallicturcd by Poly Nom Products, Inc. as described in Section 2 ot'this Notice ol'Acceptance. For the locations where the design pressure requirements, as delermincd by applicable building coda. 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 PolyproQD A1-1 l GO. 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 1 t nufnctt►rcd Icy Test Product Annlicant ii viffl Speeille,Iltnna Dcacriptinn Polyprot9 Ali 1 60 N/A PA 101 Two component polyurethane I'oanlpreit RTF1000 N/A Dispensing Equipment Proracke 30 5. 100 N/A Dispensing Equipment 2.1 Components or products ntanufacturcd by other.: Any Mi,vui -Dadc County Product Control Accepted Rourfile Assembly having a current NOA which list uplift resistance values with the use of l'olypru Al 11 ro roadie adhesive. -0,07% Volume Ch :tn [! .4o0 (',. '. weeks *r.0 "/w Volume Chan 'u 1 tu 2 wct:k . Frank Zuloagn, Ia.RC Product Control Examiner u7(zJiui nu:\ 1J , ua c.L ..... ... Polyfoam Products, Tnc, ACCEPTANCE No.: 01- 052t.0; Note: The physical properties listed above me presented us typical average values as determined by accepted ASTN1 tc. methods and are subject to normal manufacturing ynrintion. 3. LIMITATIONS 3.1 fire classification is not part ofthis acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AN 160 shall solely be used with flat, low, high tile profiles. 3.3 Minimum undcrlavments shall be in contp(innce with the Roofing Application Standard RAS 120, 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI-t 160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AF1160 roof the adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as nlodifed herein. M 5 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro'"' • u ' ers 4.2 Polypro® AH 160 shall be applied in complianc' section and the corresponding Placement Ow' assembly's adhesive attachment with the use sufficient attachment resistance, expressed the uplift resistance determined in compt: Application Standards R.AS 127. The tile assembly NOA 4.3 Polypro® AI -1160 roof tile adhcsiv accordance with Roofing Applic Polypro® A1-1160 Operating I' 4,4 Installation must be by a Far by Polyfoam Products, Inr applicators to the author 4.5 Calibration of the Foa' any adhesive. The rr be maintained bete deliver 0.0175 to C shall be approved. 4.6 Polypro® A1•1160 dispensing ccluipm 4.7 Polyprom A l t 1 • MI 11■.I. V ' Pol'fonnt Products. Inc. 4 ACCEPTANCE No.: a t•0521.0; 4.8 Tilcs must bc adhered in freshly applied adhesive. "file must be se: within 2 to 3 minutes af?cr PatyproG AH 1 G0 has been dispensed. 4.9 Polypro® AH 1G0 placement and minimum patty weight shall bc i n accordance with the 'Placement lOctail5' herein. Each generic tile profile requires the specific placcment noted herein. Tnblc 1: Adhesive f'Inccntcnt For Each Generic 'file Profile Two Pnddy Weight per pntltly Min. rims 1'ile1'rafilc Flat. Low, High Profiles I'luccment Detail f1I High ['ratite (2 Piece Barrel) 41 Flat, Low. Higt Profiles Flat, Low. Hip Profiles l�3 Single !wady Wcit;Iit Min. (grains) 35 t7/side an cap and 34/ an (g 24 NIA N/A • N/A s 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. f rant: Zuloaga, RAC 'Product Control Examiner (.7 t1.r.up,Loale ►ammo Pus/ (Reefer TY.) Ea. C.wnr y'olvro`n( Products, Inc. it CA. ie.r 'moil sore: r.p 10 4N1 rCPVLi 11. from sal yew ADHESIVE PLACEMENT DETAIL l SINGLE PATTY (11r Chri 3 Loop wearable ( ,pier 1 la. up Iran waphdas ACCEPTANCE No.: 01 0521.02 11 AIan ►awgA WM►►br to 'Ching 17 u D .au►.• I.C%a I la tu.l►{t *IA tM IM Mt 11 Two t.w. 444 Man. Nem races 1Q h 1.1 In. h.n..+►M. tp..1 char th, ne. FAA tM tN. U advt. Man NrM ar a 1 Coot roJ►pplkaG.oa MAWuBA *roc co it `. - * i % //i * - Si' _..,,.....-00,,,,....., mo OIn►I Ns wq Son ri too 11% Lw WILD ewe w.►n 101111014111 [�..cxrr. Wwpk feW. r liasogi Vowel Frank Zuloaga, R.RC Product Control Examiner 071 iJ: V. l'olvraam Productillic, ADHESIVE PLACEMENT DETAIL 2 SLNCL>✓.PATTY G ACCEPTANCE No.: 01-0 ;21.02 Drank Zuloaga, FUtC Product Control Examiner O1'./23/01 HON 0:1 1A1 VZ . 121 o. JI0 ADHESIVE PLACEMENT DETAIL 3 DOME PATTY ACCEPT:0CE No. : 1 Nall through ;ink :creent Shale pal `r 31n. under ilia 3 In. 5Ingl• Diddy on Under. laymen, Smile paddy on top ol tile NMI throw plastic colon' ran Carts lave course • HiJuiraugn ;lastle :mull Unetrloyrsaal SIngla tidy on under. leyrnont 51nole y under the 44In.131n. 4 In. Ern Cairo SINIs paddy between E1 C:01111 7 SIMIO 'JR Or the Single poddy borrow MI 2 IA T In. meows paddy ewe eouno ony Frank Zulonga. IUtC Product Control Examiner Po Products, !tic. ACCEPTANCE No. : 01- 0521.02 Rencwal of this Acceptance (approval.) shall be considered alter a renewal application has ht..en tiled and die original submitted documents, ineludinb test - supporting data, engineering documents. are no older tlsa,t tight (K) years. 2. Any and all approved products shall be permanently labeled with that rr,;tnulacturcr's name, city, state, and the fallowing statement: "tMivtt1 -Dade County Product Cuntrol Approval ", or as specifically stated in the spccitic conditions of this Acceptant:. 3. Renewals of Acceptance will not be considered it a. There has been a change in the South Florida Building Cade alTecting the evaluation of this product and the product is not in compliance Nvith dtc code changes. b. The product is no longer thc san product (identical) as the one originally approved, c. If the Acceptance holder has not complicd with all the requirements or this acceptance, including the correct installation of the product. d. Tat. engineer wlto originally prepared, signed and scaled the required documentation initially submitted. is no longer practicing the engineering profesion. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. ft. The Notice of Acceptance number preceded by the ■words Miami-Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any ponion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance :ts well as approved drawings and outer documents, where it applies, shall be provided to the user by chi= manufacturer or its distributors and shall bc available for inspection at the job site at all tithe. The engineer nerd not reseal the copies. b, Failure to comply with any section of this Acceptance shall be cause for termination and remotal of Acceptance. 9. This Notice or Acceptance consists of pages 1 through END OF' - MIS ACCEPTANCE 8 Fra,tk Zutoaga, RAC Product Control Examiner MIA M I•DADE MIAMI- 1)AI)E COUNTY, FLORIDA MET'RO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-290g NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION SCOPE: This NOA is being issued under the applicable roles 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 (AhIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (ln 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 ART 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 Mianu -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAP 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 Yroduct 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 terrnination 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, there it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA ##02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Wood Maximum Design Pressure -75 psf Fire Classification: See General Lunitation. #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (Matrix 307 Primer) • GAF Mineral Shield© . Granules GAF Weather Coat® Emulsion (Matrix''" Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrixrm System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatiixTM Standard . Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Pretniutn Flashing Cement (i APGLAS® #75 GAFGLAS #80 Ultima 13ase Sheet GAFGLAS Flex PlyTns 6 Roofing 13118 Dimensions 5, 55 gallons 60 Ib. bags 5 gallons Test S»ecitication Product Description ASTM D 41 Asphalt concrete printer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1. meter) wide 39.37" (1 meter) wide ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 2 IA' 21 Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENTO Eliminator Perforated GAFGLAS® Flashing GAFGLAS© STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1d'' " Smooth RUBEROID® SBS Heat - We1dT " Granule RU13ER.O11:)® SBS Heat- Weld" 170 FR. RUBEROID® SI3S Heat - Weld M PLUS RUBEROID® SBS Heat - Weld PLUS PR RUBEROID® SBS Heat - Weld" 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (l meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide I meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide `rest Specification ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non-Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. ASTM D -6164 Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D-6164 ASTM D -6164 A.STIVM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product Description Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet ASTM D 6163 SBS modified asphalt base sheet and ASTM D 5147 interply sheet reinforce with a glass fiber mat. A.STM D 6222 Non -woven polyester nett coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. NOA Nu: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:1U /23/03 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID n MOP 170FR RUBEROID® MOP FR RU13I?ROIDO TORCH Smooth • RUBEROID G TORCH Granule RUBEROID® 'TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SI3S RUBEROID® Dual FR Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Product Specification Description ASTM D 6222 Non - woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164. Non -woven polyester inat coated with ASTM D 5147 polymer - modified asphalt and smooth • surfaced. ASTM D6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester teat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen rfiembrane, smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 6163 Non -woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6163 Non -woven fiberglass mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 6298 Woven fiberglass mat coated with Polymer ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. ASTM D 6164 Non -woven polyester and fiberglass mat ASTM 1) 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 0341501.05 Expiration Date: 11/04 /08 Approval Date:10/23 /03 Page 4of Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix ® System Pro Aluminum Roof Coating.Fibered 302) GAF Built -Up Rooting Asphalt RUBEROID MOD Asphalt, Asphalt L. & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle- MateTns Underlayrnent T'opCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB- k(Matrix 715 MB Coating) TopCoat M13 +(Matrix 715 MB Coating) WeatherCote' M (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro S.BS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid®MB) Matrix 102 Select SBS Adhesive Test Dimensions Specification 5 gallons 5 gallons 100 lb. cartons, bulk 60 lb. kegs PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type ASTM D312, Types 1,11, III and IV 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide 4 sq. roll 30 Ibs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 Product Description One way valve vent tiled to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non - fibered aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet stufaced with mineral b anudes. Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SP33S Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 5 of 21 •••.• .•011. •YYII r,.a I.1. J VVIIIVIcI 1 V. /s (R.uberoid ®Mf) Matrix 202 Select 5135 Flashing Matrix 203 Standard Plastic Cernent Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibe•red Aluminum Matrix 304 Select Non - .Fiberod RUBT RO1D® Modified Bitutneu Adhesive APPROVED INSULATIONS: (AFI'EMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMPO Composite A & N (13MCA)GAF I.'EMPO Fiberboard GAFTE:MP® Per►nalite GAF :TEMP GAPCANT''M I.;A FILM 1' Pern►alite Recover Board Perlite recover board GAFTEMP GAFJ L)GE'M Tapered Tapered perlite board Edge. Strip (:ESMCA) GAFI'EMPU High Density High density wood fiberboard insulation. Fiberboard 13MCA InergyGuard, RA BMCA. Composite EinergyGuard, RA Polyisocynurat.r.. /wood fiberboard • composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation t'YROX White Line Product Product Name Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons vale• I(lQ uuO i inte: i:,o:0o rM Test Specification ASTM 1)4586 ASTM 1)4586 ASTM D4586 ASTM I)3019 TAMILH 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permtlite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Polyisocynurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. ASTM D 2824 Fibcred aluminuru coating. ASTM 1)2824, Non- tibercd aluminum. pigmented, asphalt Type 1 roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type Ill: Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp . GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. • Apache Products Co. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10 /23/03 t'age6of run i ui CL APPROVED INSULATIONS: Product Name ACFoam I, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 3. 4. 5. 6. Product Name GAF1TI'E® (Drill -Tec ®) #12 Standard & #14 Heavy Duty Roofing Fastener GAFTITE® (Drill -Tec®) ASAP GAFTITE® (Drill -Tec ®) Base Sheet Fastener and Plate Galva 1►une Plates (Drill - Tcc® Metal) Polypropylene Plates (Drill -Tec® Plastic) Dekfast Fasteners #12, #14  TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks Manufacturer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. . Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3'h" GAF Materials Corp. 3" and 3' /z" GAF Materials Corp. Construction Fasteners Inc. NOA No: 03.0501.05 Expiration Date: 11 /04/08 Approval Date:10 /23/03 Page 7of21 APPROVED FASTENERS: Fastener Product Number Narne 7. Dekfast.Ilex Plate 8. Delcfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. btsul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalurne stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 2 7/8" x 3 /a" 3 "x3' /a" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. I'I'W Buildex Corp. I'1"W Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, lnc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru-Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 03- 0501.05 Expiration Date: 11/04108 Approval Date:10 /23/03 Page 8 of 21 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. F1. IRT of S. Fl. Test Identifier FMRC 1996 J.I. 2B8A4.AM J.I.3B9Q1.AMb1 J.I.ODOAB.AM J.I. ODIA8.A,V1 J.I. 0Y9Q5.AM GAF -012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 03- 0501,05 Expiration Date: 11 /04/08 Approval Date:10 /23103 Page 9 of 21 NET 3atlsFAXlion From: JWheeler To: X 1 Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltitnaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- Weld'M Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #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 —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 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 (GAFTITE) #I2 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) 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 — 6Opsf, See General Limitation #7) . GAFGLAS #75 Base Sheet or any of above Base sheets attached to.deck with Drill -Tec (GAFTITE) #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) 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- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Wood, Non - insulated 19 / 32 " or greater plywood or wood plank decks Dale: 12/2/2003 Time: 1:58:36 PM Page 19 of 22 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 18 of 21 NET SalisFAXHon From: JWheeler To: X Surfacing: Maximum Design Pressure: See Fastening Above Dale: 12/2/2003 rime: 1:58:36 PM Pape 20 of 22 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Filtered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibercd 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 lbsJsq. ± 20 %; plus gravel or slag with an application rate of 400 lbs./sq. & 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 19 of 21 WOOD DECK SYSTEM LIMITA'T'IONS: • 1 A slip sheet is required with Ply 4 and Flex Ply G when used as a ntec:hanically anchor sheet. 2. Minimum'" Dens Deck or '/2 Type X gypsum board is acceptable to be installed wood deck. CENTERAi. LIMITATIONS': 1. Fire classification is not part of thi.s acceptance, refer to a current Approved Roofing hf;tcrials fastened base or directly over the Directory for fire ratings of this product. 2. Iusulalron may be installed in multiple layers. The first layer shall be attached in Product Control Approval guidelines. All other layers shall be adheres! in a full mopping �, o of compliance mo g` with ap asphalt applied within the range and at a rate of 20 -40 Ibs. /sq., or mechanically e. E; attached using the fastening pattern of the top Layer 3. All standard panel sizes arc acceptable for mechanical attachment. When applied in a t rnved asphalt, panel size shall be 4'x 4' maximum. I I 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 4 trip mopped 8" ribbons in three rows, one at each sidclap and one clown the center of the eshcet 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 he at a minimum rate of 12 lbs. /sq. Note: Spot attvchcd systems shall be limited to a maximum r c esign pressure of -45 psf t r 5. Fastener spacing for insulation attachment is based on a 275 lbf., as tested in compliance with Testing Application Stan Lard TAS 105. t If the. fc ter er value , f as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Ituilding 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 Born Testing Application Standards TAS IC/5 and calculations in compliance with Roofing Application Standard RAS 117. ' 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of the areas. Fastener densities shall he increased for both insulation and base shcct..as calculated compliance with Roofing Application Standard RAS 117. (lYhchr, this limitation % spccificnl referral within this NOA, General Limitation 119 will not he applicable.) 8. All attacluneit and sizing of perimeter hailers, metal profile, and /or flashing termination designs r shall conform with Roofing Application Standard RAS 11 l and applicable wind load rec uir: marts. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zor res (i.c. I c field, perimeters, arid corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation /F'/ will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Flor' 13 ui1diug Code and Rule 913 -72_ of the Florida Administrative Code. tda END OF THIS ACCEPTANCE NOA No: 03.0501.05 Expiration Date: 11/04/08 Approval Date :10/23/03 Page 21 of 21 se ir1 ly S • Roofing Systems (TGFU)— Continued sj GAFGLAS #80 Premium Base She may be used in any of the following •sterZS. "GA::glas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner mat' be used in lieu of "Ruberoid Mop" 55 products in any applicable Classification. Class A 1. Deck: C-15/32 Incline: 3 Insulation (Optional): One or more lavers 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 lavers Type GI "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite' urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. PIy Sheet: Three or more lavers "GAFGLAS PIy 6 ". Type GI "GAFGLAS PIy 4" or Sheet". Cap Sheet: One laver Type G3 "GAFCLAS Mineral Surfaced Cap 3. Deck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAF- CLAS Ply 6". • • • Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck NC Incline: 1/2 Insulation One or two lavers "Isotherm R", 4 in. max, hot mopped. Ply Sheet: Any L L Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Tvpe G2 "GAFGLAS #75 Base Sheet" (may he nailed). Ply Sheet: One or more layers of Type G1 "GAFCLAS Ply 4" or GAFGLAS PIy 6'. Cap Sheet One laver of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Base Sheet: T One layer of incline: 3 . #75 Base Ply. Sheet: One or more e s Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One laver of Tvpe G -3 "GAFCLAS Mineral Surfaced Cap Sheet ". 7 . Deck C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite %isocvanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Ca B. Deck: C -15/32 p Sheer, mopped. Insulation (Optional): One or more layerr; wood fiber, glass fiber isocyanurate, urethane, perlite / isocyanurate composite, perlite/ U ' composite, wood fiber /i thickness soc7'anurate composite, phenolic any Ply Sheet S et 1WO or mor: layers of Type C2 or G3. Membr tne� One or ): One or more layers of Type Cl. granule), "Ri d more layers of "Ruberoid Torch" (smooth or anule or " rd Ply "' (granule), "Ruberoid Mop" (smooth or gT ) Ruberoid Mop Plus" (granule). LOOK FOR THE UL MARK ROOF COVERING MATERIALS (TEVT) 17 Roofing Systems (TGFU)— Continued Cap Sheet: "GAFCLAS Mineral Surfaced Cap Sheet", hot mopped. 1. Deck: C -15/32 Class B Insulation (Optional): One or mot.: 'avers perlite. wood fiber. glas Incline: 3-1/2 fiber, isocyanurate, urethane, perlite /tsc-vaaurate composite pe :ht:- urethane composite, wood fiber /isocvanurate composite. phenolic ar thickness. PIy Sheet: Twu or more lavers o' Tvpe GI "GAFGLAS P1.■ .i•' c , "GAFGLAS Ply 6" Cap Sheet: Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet mopped. 2. Deck C -15!32 Incline: 3-1.'2 Insulation (Optional): One or more lavers perlite, wood fiber. _la. fiber, isocyanurate, urethane, perlite!isocvanurate composite, perlity urethane composite, wood fiber /isocvanurate composite. phenolic. an.• thickness. Base Sheet: Two or more lavers of Tvpe G1, G2 or G3. Membrane: One or more lavers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop i sraooth or granule) or "Ruhcroid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet**. hot m 1. Deck C -15/32 Class C Inclin 1/2 Insulation (Optional): One Or more Iayers i perlite, wo d nh. r. glass fiber. isocvanurate, urethane, perlite/isocyanurate composite, perrlue/ urethane composite, wood fiberitsoc�.anurate composite, phenolic any thickness. Ply Sheet: Three or more lavers of Tvpe Cl "GAFGLAS Ply or "GAFGLAS PIy 6". Surfacing: "Special Roofing Bitumen" 20 Ibs!sq. COAL TAR FELT SYSTEMS WITH IIOT ROOFING COAL TAR 1. Deck: C -15/32 Class A Inclin 1/2 Insulation (Optional): One or more la)ers wood fiber, glass fiber, isocyanurate, urethane, perlite / isotvanurate composite, perlirej urethane composite, wood fiber!isocyandrate composite. phenolic, any thickness. Ply Sheet; Three or more lavers of Tv1'e GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped with coal, tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS 1. Deck: NC Class A Insulation (Optional): One or more la e erlite, wood fiber or gl..s 2 vat fiber, 2 in. max. )r.r PIy Sheet 'Three or more lavers of Type GI "GAFGLAS I'Iy 4" or "GAFGLAS Ply 6 ". Surfacing Grundy Industries "al MB Alur)ii^^` d .c Coating ' 1-1 /2 gal /sq.. - 2. Ile ck :N C - Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyat:urate composite, f•erlit1 / urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Tvpe G1 "GAFGLAS Plv 4•' or "GAFGLAS PIy 6". Surfacing: "Weather Coat Emulsion" at 3 gal /sq• • 3. Deck: NC Insulation: One or two layers "Lsotherm Inclin ", e: 4 I in/ .2 , hot mopped. PIy Sheet: Any 111. Classified gravel surfaced Class•A asphalt glass fiber mat system. 4. Deck NC Insulation (Optional): Isocyanurate, Incline: 2 wood fiber and glass fiber, any thickness, r ally fastened. Base Sheet One ply Type GI or G2, mopped. mechanically fastened or hot Ply Sheet One or more pies Type GI or G2, adhered with hot roofing g 5. De • • S acing: "GAF Premium Fibenj Aluminum Roof Coating ", 1 -1/2 g al sq or "CAF Weather Coat Emulsion ", 3 gal/s NC insuation (Optional): Perlite, lass fibe Incline: 1 • meClsanicall y any thic fastened, g ti c polyi soc yanurate, wood fiber, kness. RODUCT i