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ROOFING
MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Date % ( Time Type Insp'n H04 MO7• Permit No. 2DP DCJ. , 12L Name \-+e,n t y Address 3 yq 1\t, `q s 4 ' Company ' 1 C Y � � � -k-�.� - c r Phone # 2 0S — S,S9 — 9 _ For Inspector: Approved Correction Re- Insp'n Fee c'1 / g3 Name & Date 3898 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time co U Type Insp'n II 11 y Permit No. Y20 9 r Name Ukda1 Address 3 f PE (3 61 S- Company Fl aoo Phone # 55 9 - 1106 For Inspector: FJ 91) 93 Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Date ) 0 -27- 1 Y3 Time Type Insp'n �'i n-0-0 ' 001 Perm /� Permit No. JQ 0 5 0-41 Name Address Company Phone # Approved Correction Re- Insp'n Fee Building Inspection Request 3 q - kte, q7 T • Orni QS - 55 7 -goSS For Inspector: /p iOfr..O Name & Date PC YYI mC� I 1 Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 M Building Inspection Request ''J Date /0' ZI- 0 Time Type Insp'n 1'e i v\ pro3ye5.5 Permit No. fb P05- Zy 7 Name Y ) r i V I d ' Address Li '7 IJ /fin E `1 `7 Company -4- -11 R O(Q F '--2 CIA Cove' Phone # cS -5S For Inspector: ey tO- ZZ- (J3 Name & Date o MIAMI SHORES VILLAGE BUILDING DEPARTMENT. i k Building Inspection Request CV Date (0 . 0 Time Type Insp'n Ti le in A ccess Permit No. 5p aO C)3 --\alt Name V 160 Address M t 3 ci c1, u Company C—' 6t i a 1 `O Phone # For Inspector: l o ) a ) Name & Date Approved ❑ Correction Re- Insp'n Fee ❑ 305- 795 -2204 4,107L-- paletrt 7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT , 305- 795 -2204 .)•• � i Building Inspection Request Date 1V 100I03 Time Type Insp' n -' i Y LC J ' QOr+" ■ Ylj Permit No. O ` O r 5F 12.4 Name Address J T_ l 9 v r Company �C Phone# ` ,w " JS 7 - %83 For Inspector: Di J Approved Correction Re- Insp'n Fee ❑ Name & Date No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 39-45 Passed 66 -73 94 -98 6 -10 Passed 26 -30 Passed 46 -53 74-82 99 -125 11 -15 Passed 31 -35 Passed 54-60 83 -85 126 -150 16 -20 Passed 36 -38 Passed 61-65 86 -93 151 -200 FLORIA THIS ROOF HAS PASSED: Voice: (786) 486 -6468 tang Building Solutions For The Construction Industry neering & nsulting, Inc. P. O. Box 770694, Miami, FL 33177 Certificate No.02- 0501.06 PROPERTPADDRESS: 349 NE 99 ST. OWNER: Henry Vidal. CONTRACTOR: Florida Roof Tech. ROOFING SQUARES: 22 sq. TILE TYPE: Hanson. CONTACT PERSON :: Yusi (786) 486 -6468 Testing Equipment: Digital DFIS 200 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 45 1 4 5 7 16 42 10 13 43 12 Test Tabulation FAILED 0 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106. "ROOF SKETCH" 40 41 38 39 37 15 16 18 17 25.5 25 32 19 35 INSPECTION DATE: 10/22/03 34 16 30 31 29 26 14 21 24 25 22 20 6 Lab Report No. 03- 100164 PERMIT No: BP03 -1247. PCA No: ROOF PITCH :: 3/12 TEST DATE: 10/27/03 JOB NUMBER: 27 23 48 Required Testing Force: 35 lbs www.FloridaTEC.net Fax: 305- 485 -3199 PERMIT APPLICATION FOR MIAMI SHORES VIL 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795.2204 • F QQ Sj Date - 7 Z • 0 1 Job Address 3 Tax Folio Legal Description Aham -i SAP IYS / AM 4 to) L/ fi q k' Historically Designated: Yes I No Owner /Lessee/Tenet S u f V t at oc,L. Owner's Address . 3 ( 49 Jt-.)E._ 9 9 St Master Permit # 2 DV 3 " / r Phone 305 - 7S 77f Address Contracting Co. r O !Z. l.eR -17 f.t.)" 5j.7 Qualifier ��� Phone — ss7" State # C � -CiCJU lad Municipal # ` Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUI ELECTRICAL PLUMBING MECHANICAL 1'�e' WORK DESCRIPTION: j"' "VL L V . ,e Square Ft. l ` `r Estimated Cost (value) / U ) / Ar WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. d/or Condo President Contrac OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that regulating construction and zoning. Furthermore, I authorize the above named contrac Signat of owned; -' I WILLIAM Afi , ' MYOOMMI# poie0231 �( !�. ! 4 Iq j # : 006 .I[,lr.�_ T' :1. .. t Notary Not. r as ro Ow ., . ' . ..; My Commission Expires Date No Cs actor o ommission Expires C.C.F e 0 NOTARY it--3(9_06 Owne AXECEIVED : 5 . 6 2 2003 7 r?) Ss %o compliance with all applicable laws LIANETTE ACOSTA D MY COMMISSION #00132619 EXPIRES: DEC 13, 2003 Bonded throw Advi, agt Notary Date 7,1; e FEES: PERMIT APPROVED: Zoning Building Mechanical Plumbing Structural Engineer ck D /3 / 1) TOTAL DUE AUG - 1 2003 Electrical NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 " 3 � C," c793 S 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: >9 /` ' « �CJ /2 ° dP 4d ". ' ' /t 1./a 2. Description of improvement: /2 e 3. Owner(s) name and address: /4 04 Vees � ce /tom'. S ' � ai ,c:=:)7 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 1 different is spe9ie Yt Signat r of Oe Print Owner's Name 123.01 -52 PAGE 4 8/02 0.2 5. Surety: (Payment bond required by owner from contractor, if any,) 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 documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a 0. VL Sworn to and subscribed 14 o me this % Notary Public ,`4L. y Print Notary's Nam b r w7 GUILLERMO COMMISSIO ES: 2 My commission expires: - reW CFN 20 03R i52=: - emu OR BI: 21471 Ps 1071; U1ps) RECORDED 07/30/2003 i3 15 : 0]7: 43 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE 111111111111111 Prepared by (e; 20 C3. _ Addres : X7,.3 0 C.d. 7 fJ/ r11 1 _>7/ 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. a 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Z•i e) 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 architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be re?led 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). kfigj 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring uni 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. `►jh 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v " 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 ca 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. Uj 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o r oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int for of the structural assembly (the building itself). The existing amount of aft : • ilation shall not be reduced. It may be beneficial to consider additional venting which can result in e service life of the roof. 01 / Pi / 0i Date exte ' 5 , y, . � , ►nt tor' . . re Florida Building Code Edition 2002 • High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name 1 /UK- /&" 4 l e-41 / �ti' ) Job Address ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile GE(Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood , ingles /Shakes Shingles OAS �' ❑ Prescriptive BUR -RAS 15t Y S4 N, ►.. Li N ? ROOF TYPE ° �x ❑ New Roof e- Roofing ❑ Recovering ❑ Repair ❑ Maintenaltb ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped R f Area (SF) Total (SF) C k4-71 / r\-.1 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. / I■■smst.ompu 1 momm■■ ■■■■ ■■ ■■ss1.■■sn■n.■■■■.1wrommu ■■1s■1s■r■s.sr...■■.■ M1' :'•::':1::( CCCC :::CCC::::C:CC::C:CC MM :CC::C I: •� ; 1 ■Cs■■■sYmemiss ■1■.■ w r 11 \1 WICCRM CCCCCC: E:::C ;CC ■ CCCI CC C C:C C :[C IUII ■►` ■: 1s■► ON11■■■■■■■■■■■ ■■ns■■■■■■ ■s■■li■■•,,i■s■■1'�■■■ ■sn■■ ■■■■■■■■■ I ■II AMENERMEXIMMERNEMEMEMENOWEEREQ401 IMMIWIMM i EMIR:/ RIVINCu.I1IIu ;iUUI.U1111 UUU INIFERiiii ' IMMINOCiiiiie.a Is■ ■.ssll■sad ■E■ ■■s1■■ ■ ■■■■■nsss. ■s►11Ii■■.■■■II ■■■■■■C.■ ■■Cs ■s■Css■■■s■.■ I �. 111 1 ■ � i 1.1 ' � \■11111 CRCC'C.CCCUUi I1•U C1 I■ C ■ � ' E C 1 E G C! i C ■ ■n■■■■CC■■�■ ■ ■■C ■�■C■■■■■C 1 ■C 1mIIIIIN ■=1 1 ■C ii ■ iii Ego 11 "' ' "' ■N• C C■ ■ ■ .■■■ ■ ■■■ I ■: 1 11: f IG�In 'C � CCMa n i CECC :' Imossum l l. ■ ' CCCCCCC I ■I ■ ll l 11 UU 11 � .■ C■■ .I.1 ■ur ■..■ ■■ ■11 ■■. ■ ■.. ■■11 '11'C:: m m mumummonm 11 ■1 111C:1:1n 11111 . ■ i I■ !WA ■■■ ■s ■■■ ■s.■. 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U ..Ci�C.��.�..C.....I " "�r ■ ■1.1 r■1■ C / ■ ■C�N � \li sn ���i ■■ n ■ C I ■■■1 �..rnn■ ■.� i1■i�i.■ ..� ■ ■Gs 1 ■ ■ ■sn1 1 ' �� ° �a1C1 1 �� " C CC 1111 ' 1 111 11111 ■�C 1 € �1�1■ ■111 1■ C1n1CC1 C CCC■CCCUU �IIU NCCCCs1 n .■■C111■111C1 ■■ 3 42--( 1i4' Roof System Manufacturer: Notice of Acceptance Number: ( - U/ P • 0 9 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): �J P1: - 2- & P2: /Lem . C.' P3: % h Maximum Design Pressure (From the NOA Specific System): 3 f 7 Method of tile attachment: /'` /n ' / / * OA Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 3 : 12 Section D (Steep Sloped Roof System) Ridge Ventilation? 1J J Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulation: Mean Roof Height: 10 Fire Bamer: 4) L 5 c .S /j l/4 astener Type & Spacing: dhesive Type: ype Cap Sheet: �� J-3 % l: 7�p,� / /y . N. e /d 414/1e) (ape I A /j .q-c, 1 4,57 - 2)- ) oof Covering: / /IV :}#.9v Type & Size Drip dge: ge Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Tabk 1 or by an engineering analysis prepared by PE based on ASE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 3, NOA Restoring Moment due to Gravity M NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Atttacbment Resistance F NOA Required Uplift Resistance F, 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' - Roof Slope I 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M h If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. /_ Method 1 "Moment Based Tile Calc lath :ins RAS 127" (P = J ))- Mg: 3 = rot NOA Mr 30' (P2 ( k' z x.l7.3I1 _ .3 _`) - Mg: _ NOA Mr -7 (P 3: / 9 . 4 ' x X 4 = - Mg: = h NOA h'k '3 2 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *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 :_x I: z w: = ) - W: z cos 0: = F NOA F (P : z I: z w: = ) - W: z cos 0: _ = F NOA F• (P z I: z w: - _ ) - W: z cos 9: = F NOA F' M1AM 10ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Regal/Spanish "S" II 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02 -0916.09 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofing system using Hanson Regal/Spanish 'S' II Concrete Roof Tile as manufactured by 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, as determined by applicable building code 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 by Applicant Hanson Regal / Spanish "S" 11 Tile Trim Pieces Roofmg Roofing Tiles Concrete Test Dimensions Specifications Length: 17 1/4" Width: 13 '/e" 1/2" thick Length: varies Width: varies 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Dimensions Test Product Manufacturer Specifications Description TAS 114 Corrosion resistant screw or Generic Tile Nails Min. 10dx 3" Appendix E smooth shank nails (With current NOA) #8x 2'/z" long Tile Screws 0.335" head TAS 114 Corrosion resistant, coated, Generic dia. Appendix E square drive, galvanized, (With current NOA) 0.131" shank coarse thread wood screws dia. 0.175" screw thread dia. Roof Tile Mortar N/A TAS 123 ( "TileTite ") Roof Tile Mortar ( "Quikrete® Roof N/A TAS 123 Tile Mortar #1140 ") Roof Tile Mortar ( "BONSAL® Roof N/A TAS 123 Tile Mortar Mix") Product Description, High profile concrete roof tile for TAS 112 direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof TAS 112 pieces for use at hips, rakes, ridges and valley terminations. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Bermuda Roof Company, Inc. (with (With current NOA) Quikrete Construction Products (With current NOA) W. R. Bonsai Co. (With current NOA) NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 2 of 6 Roof Tile Adhesive ( "Polypro® AH 160 ") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners Z: LIMITATIONS N/A Factory premixed canisters Clips Min. '/" width Min. 0.060" thick Clip Fasteners Min: 8d x 1 /" 4.2 Data For Attachment Calculations Two-component See NOA polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Sec NOA TAS 114 Appendix E Corrosion resistant clips with corrosion resistant nails. Polyfoam Products, Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NOA) 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Regal/Spanish 'S' II Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. NOA No.: 02 -0916.09 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 3 of 6 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Hanson Regal/Spanish 'S' 11 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 2 -10d Ring Shank Nails' 1 33.1 1 48.1 1 45.2 1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal/Spanish 'S' 11 Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. . Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ": 12" 4 ": 12" 5 ": 12" 6 ": 12" 7 ": 12" greater Batten s or Direct Deck Pioneer Regal/Spanis h 'S' 11 Batten s Direct Deck Battens Direct Deck Battens Direct Deck Batten s Direct Deck 7.77 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.10 7.61 Table 1: Aerodynamic Multipliers - X (ft Tile A. (ft) A. (ft3) Profile Batten Application Direct Deck Application Pioneer Regal /Spanish 'S' II 0.287 0.311 NOA No.: 02 -0916.09 Expiration Date: 12 /16/07 Approval Date: 12/19/02 Page 4 of 6 Table 4B: Attachment Resistance Expressed as a Moment - M, (ft -lbf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hason RegalSpanish 'S' 11 Mortar Set 24.5 Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Regal /Spanish 'S' 11 Polyfoam PolyPro 66.5 Polyfoam PolyPro 38.7 4 Large paddy placement of 63grams of PolyPro M . 5 Medium paddy placement of 24grams of PolyProTM. 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 m order to properly evaluate the installation of this system. NOA No.: 02- 0916.09 Expiration Date: 12/16/07 Approval Date: 12/19/02 Page 5 of 6 FASTENER HOLES - 14% OVERLOCK t, 13 1/4" UNDERLOCK PROFILE DRAWINGS REGAL AKA SPANISH "S" II HANSON REGAL/SPANISH `S' II CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 0916.09 Explradon Date: 12/16/07 Approval Date: 12/19/02 Page 6 of 6 FROM- : JJ•' JD.' GJJJ FAX NO. lU • J I I II. V l 1 LI '.1 I I I L I I I I 1 \I_IUI I I L L '954 578 10 12'10/02 TLUE 14:57 FAX 954 578 1042 M t A M 1OOADE 111111 POLYFOAM PRODUCTS, INC. • RODU CONTROL NOT OF' ACCEPTAN Poly foam Products, Inc. 2400 Spring- Stucbncr Road Spring ,TX 77383 -L132 The expense o f such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 0141521.O2 EXPIRES: 05/102006 THIS I$ TR'IT' COVERSTIFFT SEE ADDITIONAL PAGES FOR S['EClFIC COVpaTONS BUILDING CODE & PI2 cr RFVTEW co M1TTF'F, APPROVED: Of>/1 i 1h045000 t e a¢eponce co..te paccdoc Aug. 26 2002 04:01PM P2 - MIAMI -DADE COUNTY. FLORIDA. METRO -DA DE FLAGLER DUILOING f)U)LDI:vG CODE CONIFLIANCE OFFICE METRO -DARE c1-:\GLr;R OUtLOI,NG HO WEST !9.AGLER STREET. SU 16n3 tvltn(Ht r•LOrttnn 33130 -t50 (305) 373 -2901 VAX (305) 375 -2Ix)x CONTIt.LCTOR LICENSIN( SEC)loZ 13(15) 3f5 - 2537 r :.max (ins) 375 -235x CC. TN,.aC 0R ENr ORCK.%1 et Ulv:Stov (305) 375 -2966 I:AX 0.05) 37S•avna 1'KODUCY CONTROL. DtV fON (3(15) 375.290. t .tN (305) 37;.6)39 Your Application for Notice of Acceptance (NOA) of: Two Component Polyurcthcnc Fottm Adhesive under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Construction. and completely described herein, has been recommended for acceptance by the Miami -Dude County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration dace stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If 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 Duilding Codc. Raul Rodriguez Chief Product Cout1 Division GENERAL Internet tnMit address= postmsstergbuitdi ueeodconfuc.coni 01, tiOrnepLgc http livrvv v.buildingcotleonlioecora This application for Product Approval has bcen reviewed .by the BCCO and approved by the Building Code and Product Review Committee to be used it, Miami-Dade Courity, Florida under the conditions set forth above_ • Frmicisco J. Quintana_ LA_ Dircctor Miami -t)adc County Building Cosh: Cowptianu: Orrice ooi FROM WV. Vv VVV,J a'+ • "I 12 TUE 13:31 FAX E54 578 1042 Pniyfonm Products.. Inc ACCEPTANCE No.: 01- 0521.02 ROOP[NG ASSEMBLY APPROVAL Cateeory_ Roofing Suh_Catctrory: Roof Tile Adhcaive Matcrbt13: Poi ( 2_ PRODUCT DESCRIPTION PIIMON Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Manufactured by Ap plicant Polyprodb AI-1160 foamproe RT1' 1000 Prof act: ®30 & 100 FAX NO. : Aug. 26 2002 04:02PM P3 1. SCOPE This approves Praypro0 AII160 as manufactured by Polytonal. 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 prole roof tiles system rising Polyprb® 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 Test Product Dimensions* Specifications Description N/A 1 PA 101 Two component polyurethane Dispensing Equipment N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Aceepw4 RoofTile Assembly having a current NOA which list uplift reaistance values with the use of Polypro AI 1160 roof tiic adhesive. 2.2 Typical Physical Properties: Teat ASTM D 16 ASTM D 1621 ASTM D1623 ASTM D2_127 ASTM is 96 ASTM D 2126 POLIFOAM PRODUCTS. INC. 2 Approval Date: .iunc 14 2001 expiration Datc: Msty 10, 2006 Results 1.6 lbslft' l8 PSI Pnrallel to rise .12 PSI Perpendicular to rise 28-PS1 Parallel lo rise 0.08 Lbs./Ft 3.1 Perin / inch Dispensing Equipment +0.07% Volume Change © -40 F..2 weeks 4 Volume Clean a r(�i Humidity. 2 weeks Frank zoicaira. ILRC Product Control Examiner ®002. FROM : `12/10/02 TUE 14:58 FAX 954 578 1042 Polyfoam Products, inc. FAX NO. : Aug. 26 2002 04:03PM P4 POLYFUA31 PRODUCTS. INC. 2001 Note_ Thc physical properties listed above arc presented »s typical average values as determined by accepted ASTM test methods and arc subject to normal manufacturinv, variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared hoof Tile Assembly for tier rating. 3.2 Polypro® M - 1160 shall solely be used with flat, row, & high tile profiles. 3.3 Minimum underlaymectts shall bc in compliance with the Rooting Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AHI60 roof rile adhesive with their tile assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro ®AH160 roof tile adhesive with their the assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. }. W F'- 4_ INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of'Polypro® A1-1160. 4.2 Polypro® AH160 shalt be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. Thc roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficknt attachment resistance. expressed as an uplift based system, to meet or e:cceed the uplift resistance determined in compliance with Miami - bade County Roars• Application Standards RAS 127. Thc adhesive attachment data is noted in the roof tile assemblyNOA 4.3 Polypro® AH160 roof tile adhesive and its components shall bc installed in accordance with Roofing Application Standard RAS 120. and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation trust be by a Factory Trained 'Qualified Applicator approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc, shall supply a list of approved applicators to the authority having jurisdiction. • 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -t.15 (A) : 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as detertined at calibration. No other settings shall be approved. 4.6 Polypro ® A13160 shall be applied with Foampro RTT= t 000 or ProPacke 30 & 100 dispensing equipment only. Polypro0 AI4160 shall not be exposed permanently to sunk MS ACCEPTANCE No.: 01-0521.02 Frank Zuloag� RRC Procluet Control Examiner Tnblc 1: Adhesive Placement For Ench Ceneric Tile Profile TilcProfile _ Plnecnient Dct:u1 Single Priddy Weil: 111 'Min. (grauu) Two Priddy Wcight per paddy Min. (erncns) NIA Flat. Low, Huh Profiles 111 35 High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A • Flat, Low, High Profiles f;2 24 N/A Flat. Low, Higt, Profiles .. iii 8 1 FROM : 12/10/02 TUE 14:58 FAX 954 578 1042 Polyfonrn Products FAX NO. : Aug. 26 2002 04:04PM P5 FOLYFOAM FRODLTCTS,INC. Z004 • ACCEPTANCE No. ; 01- 0521.02 4.8 Tiles muse be adhered in freshly applied adhesive, Tile must be set within 2 to 3 minutes after Polypro® AH160has been dispensed. 4.9 Polypro® AI-1160 placement and minimum pally weight shall be in accordance with the 'Placement Details' herein. Each gcnciic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING 1'ERMLT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Luloaga, RRC Product Control 1_. hiller FROM : tJ3.'r70( 4U0.i 1FJ. J ( FAX NO. : IICU1 lCrrt"tivCMIV ruur 1 1LC " Jt1JJJ0`•UUJ '1.2 %10%02 TUE 14:58 FAX 1454 S7a 1042 POi.YFOAK PRODUCTS. INC. Po1yjoznt Producrs. Inc. ADHESIVE PLACEMENT DETAIL 1 SINGLE PANTY ACCEPTANCE ro.: 01- 0521.02 1: %acs encdn utict:vs to xNa•/ 17 b n mum l ? L to £.,DCt vb4 Ov Ian tilt a Lyn ea+•n p.•11/ *awn. Plan M.O. N In Poo acids nESo dea.ae 7*• InaWl 0%. tL, Uw• karat 5 Aug. 26 2002 04:04PM P6 ood...,t ti(. I trio oul aODC+toft VVVJ 14 7 tMppA Onic sax at Frank Zuloaga, RFtC Product Coixrol Esam+nt r • 2005 FROM : FAX NO. : l U. J 1 1 ILL L n 1 .VV� �� vvvvw vvv 12410/02 TUE 14:59 FAX 954 578 1042 Polyfoam Products, Inc_ Aug. 26 2002 04:05PM P7 POLYFOAM PRODUCTS, tN'C. ACCEPTANCE No. : 0 t- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 / • ' 'ioo6 Frank Zalonga, RAC Product Control Exalniitcr FROM' : '12/ TUE 14:59 F.X 9S4 575 •1042 rolyrontroducts, FAX NO. : }411 through plastic co Paddy (Davao tlla) Pik (under tile) &risk paddy -"‘ 3 In- • under lila 1 padeY under. byment Singh paddy in X Virt. tot‘on on top of lite size paddy ern hsoia courS0 Only Oro oursd POLYFOA.M PRODUCTS . INC. ACCEPTANCE No. : 01-05zI.02 ADTI ESWE PLACEMENT DETAIL 3 DOUBLE PATTY Nt tnraugh plastic carncnt ( 3 in.x 3 In. 51ngIe paddy on tentlerl;yrtent 5 1 nclk Paft on lop of tile Elva Covet Sin,210 paddy under tat SinoreoNmy nefween Inc Eva 011,4g1 2 In.: 7 b. =Own ctre paddy elm course on.ly Facia 7 . Aug. 26 2002 04:06PM P8 Ord <70 i s z 3 ln. 41n. SInste Paddy on under- laymen! a Sinils paddy on top of 108 it* EN& Cara through plastic ce 51ngla paddy und lla o/ I Frank Zuloasa, RRC Product Coto l Examiner 007 Slagle paddy Oehireen Ilia 7 in.1 7 In. maple:a ins paddy elvo COillfte only Nscra VittAol: Erie Omura Drip edge FROM : 12/.10/02 TUE 14:59 FAX 954 578" :,042 9. This Notice of Acceptance consists of pages 1 through A, FAX NO. : Aug. 26 2002 04:06PM P9 POLTFOAtr FRODI'CTS.INC. • rolvfoam Products, Inc. ACCEPTANCE No.: 41- 0521.02 Renewal of this Acceptance (approval) scull bc considered oiler a renewal application has been filed and the original submitted documents, including :cst- supporting data, engun:erinr documents. are no older than eight (8) pmts. 2. . Any and all approved products shall be pernhaauhtly labeled with the manufactures name, city, state. and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stared in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. There has been a change in the South Florida Unildinb Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. Tlhc product is no longer the same product (identical) as the one originally approved. c. if tic Accept:wee holder has not complied with all the requirements of this acceptance, including the correct inst_-di:160n of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession►. a, Any revision or change in he materials, use, ardior manufacture of the product or process shall automatically bc cause for termination of this Acceptance, unless prior written approval has been requcs(cd (through the tiling 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: Unsasisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the Ivords Miatni -Dade County, Florida., and followed by the Capitation date may be displayed in advcrtisiit literature. It any portion or the Notice of Acceptance is displaycxl. then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, .where it applies. shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. B. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. END OF THIS ACCEPTANCE I=rank.ZutoaS t. P RC Product Control Examiner 8008 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address ' t f - -• 1 l Tax Folio Legal Description \ , Owner / Lessee / Tenant '- ` 1'E'C�' - 1 \f ■ a\ Master Permit # Owner's Address / ) 3 "S ,LO. 1 fl (toe A 1 Ok-I J ett7 A(.ff Phone .5 Cp 1- wig- ?d Contracting Co. ht 1 . `►" Phone -83(.0 0g5 State # OD Q ...iripal # Competency # CO:7a oO Ins.Co. Architect /Engineer Address 0 Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC ROOFING PAVING FENCE SIGN WORK DESCRIPTION 44 1 0.0,4t .. Ytli '�r� 1 `J J 3.0.x.1,, v+,.Lk_+.tk.0 Q. M ( tie) jo 2. • L4 . S c- Qes © 1,Lp Square Ft. tO Estimated Cost(value) 3c a WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize Lh above-name dicontractor to do the work stated. v el. �� � owner a i kep o • �. • a►•• Owne NOT of Y S"tJB .CC 4692A ,. '''.311 NO MY Ct ` ,,ON EXP. APR an or Condo President Signa ur Dat Notary as My Commission Exp ** * APPROVED: FEES: PERMIT 6 to ' * * * ** 3o0, . 00,/e9 RADON C.C.F. ' NOTARY TOTAL DUE ,� - - Zoning Mechanical Fire Buildin Plumbing_ Signature of Contractor Date: ab l Notar My Co issiolUID1cpA1 NOTARY PUBLIC STATE OF PUMA CON; ,•r jS ON NO. CC56924 MY ? V 4 SS' * N EXP. Ai'R or Owner- Builder er- Builder Other Electrical Engineering Contractor's Name: i Job Address: 34 9 a g 9q .06V , ROOF CATEGORY k (Low Slope Application) ❑ (Nail -On Tile) - ❑ (Mortar - Adhesive Set Tile) 'Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) 0 (Other - ROOF TYPE ❑ New Roof .Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft') 55o Sloped Roof Area (ft) ®--- Total (R) 550 Master Permit No. Exposure category (per ASCE 7-88): . Building Classification category (per ASCE 7-88 table 1): 1 f10:7 JS'GL Deck type: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION • PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) g as STTACAMENT Fastener Type: 11 tt R,S 1 , ) / SPACING Field: PerimeterLQi {Q, Cornet/44 DETAIL 1 & 2 . 4 • ROOF PLAN f '4 • 1r GAF to I 1361 Al's 1 c Wayne? 3 �( Your a slier GAF . under ap e Constr9 do , DynateF E j has beep rec under s p c p II II • ov Y ce m IS PRO T This appl ati) Compliar}•e O condition set Acceptan e NQ.: 97- 0804.14 Eaplres4 ; 11 /0 6 /00 Approse 11(0 /97 T CONTROL NOTICE OF ACCEPTANCE Is Corporation Etd 7470 on for Product Approval of f� Afodifed Bitumen Ronf Systems for Wood Decks 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of t nd completely described in the plans, specifications and calculations as submitted by: ineering, Mc., factory Aft s►al Research Corporation, and Underwriters Laboratories, Inc. e mended for acceptance by -the Building Code Compliance Office to be used in Dade County, Florida fc conditions set forth on pages 2 -60 and the standard conditions on page 61. This a reserve l shall not be valid after the expiration date stated below. The Building Code Compliance Office a rtFht to secure this product or material at any time from a jobsite or manufacturer's plant for quality control t sri !f this product or material fails to perform in the approved manner, the Building Code Compliance Office woke, modify, or suspend the use of such product or material immediately. The Building Code Compli# � 1'tee reserves the right to revoke this approval if it is determined by the Building Code Compliance requirements product ' t rial fails to meet the requirements of the South of the Building Code Compliance Office that this Florida Building Code. The exil s p such testing will be incurred by the manufacturer. Revises No.: 95- 1003.03 1 Raul Rodriguez Product Control Supervisor THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL COND!TIONS BUILDING CODE CD OMMITTEE for Product Approval has been reviewed by the Metropolitan Dade County B,uildins Code ce and approved by the Building Code Committee to be used 'n nh above. �? Dade County, Flpria under the Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County .110r• -• 1 Appfi GAIT 1361 Way p Categ Sub - Type► Sub -t rials Corporation Road 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System ry: Built -up Roofing ' Modified Bitumen APP and SBS System Description Is Corporation has been manufacturing commercial roofing products for more than 100 GAF • d s a wide range of roof products for built -up roofing systems. The modified bitumen produ t. in ude both APP and SBS products in smooth, granule and fire rated versions. In addition. GAF o er vo ply modified systems to meet the specification requirements for multifayer SBS modified specific i GAF pr•d s are distributed through a wide network of roofing wholesale distributors throughout the South on • area. i GAF Fir 1 vi • warranted systems over various insulated and non - insulated substrates, copies of which can be;•bta ed from GAF and can be found in the Ruberoid Modified Bitumen Application and Spes:iliwti•i manual published annually. GAF r? f s jtem assemblies have been extensively tested at Factory Mutual Research Corporation and Underw ite ' Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM e S 97 test requirements. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 61 Product Control No: 97- 0804.14 Product Control No.: 97- 0804.14 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 1 Frank Zuloaga, Roofing Product Control Examiner 1p,nna insula i Mated 1 B: alt Wool P ite P. isocyanurate C • posite Board d Fiberboard H i Density Wood Fiberboard R • kwooi Maximum Design Pressure Design Pressure Wood t -75psf Maximum Fire Classification Mateti 1 Classification Wovx Class 'A' Page 3 of 61 Product Control No: 97- 0804.14 Note:; ( Fi e classifications and maximum design pressures do not reference all assemblies over all deck tys - Review system listings for design pressures and the Underwriters Laboratories Roofing M t rials Directory for Fire Classifications. Frank Zuloaga, Roofing Product Control Examiner JAFh A • alt 5, 55 gallons . ASTM D 41 Co) at 'rimer GA M ral Shield® 60 lb. bags ASTM D 1863 Graiwle . I GAr W4a herCoat® Em4, sio GAtTr ium Fibe d uminum Roo Co ng GAt `et 1kAl1 Weat�ierP Cerri GAF LA #75® GAF Ulti GAF GAF PIyTN duct Ply 6® i L Flex 6 1 GAF Ply 4® GAF g Ming :I u }faced Cap $ ee TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5 gallgps ASTM 1227 1, 5 gallons ASTM D 2824 1, 5 gallons 3 sq. roll 75 lb. roll #80 2 Sq. Roll ase Sheet 70 lbs. /roll 5 sq. roll 45 lb. roll 5 sq. roll 45 Ib. roll C h.Cgi c'c O-e'r ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D2178 ASTM D 2178 5 sq. roll ASTM D2178 76 Ib. roll ASTM D 3909 Page 4of61 Product Control No: 97- 0804.14 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended %vith a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. • Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. • rank Zuloaga, Roofing Product Control Examiner • • 11 . 4 . MB • unit um roof coatih Dens - #12 Stand [d 1 stic Plate Test Dimensions Specification Min. 32 ga. x various various various Product Description Corrosion resistant circular discs. PA 121 Aluminum roof coating PA 110 • Gypsum insulation board. PA 114 Insulation fastener for steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 insulation fastener PA 114 Insulation fastener PA 114 Insulation fastener and metal or plastic plate 3" round PA 114 Polyolefin plastic plate various PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam / rockwool composite insulation Page 12 of 61 Product Control No: 97 0804.14 Manufacturer generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) 1TW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) 1TW Buildex (with current PCA) 1TW Buildex (with current PCA) International Permalite (with current PCA) NRG Barriers. Inc. (with current' PCA) NRG Barriers. Inc. (with current PCA) Frank Zuloaga, Rooting Product Control Examiner F:141 t •t GAIL' She4 Fast Galt/ NT Polk Rub Rub Grail Product Control No: 97- 0804.14 Test Product duct Dimensions Specification Description Base PA 114 Base sheet fastening assembly. i ld Plate . Plates 3" and 3 'W' PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. ene Plates 3" and 3'/," PA 114 Round polypropylene stress plates. 20 1.5 sq. roll ASTM D 5147 SBS modified asphalt base sheet and A' interply sheet reinforce with a glass fiber mat. ' RUB RCID MOP Smo4 RUB ROI MOP PL4 RUB ROIQ MOP 170 Rl'3 MOP FR i { RUB ' OXt TORCH Smog II I li) TORCH Grant' . l ! l 1; it 1 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. rcll 105 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. ASTM D 5147 Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTN1 D 5147 Non- \i'cycn pcijcsicr ma; cvatcd \dill fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Page 7of61 Frank Zuloaga, Roofing Product Contro! Examiner st dentificr 1 Facto . 1 M t al Research Corpo tio FactorVM t al Research Corp° I tio Facto Mt t al Research Corpo 1tio Facto . Mt t al Research r Corpo jtio Factor" al Research Corpoi Product Control No: 97-0804.14 Name Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 .•- Wind Uplift FMRC 4470 - PA 114 Wind Uplift FM RC 4470 - PA 114 Factory 1u Research Wind Uplift Corpo? FMRC 4470 - PA 114 u al Research I Factory Wind Uplift Corpora r FMRC 4470 - PA 114 Facto tt al Research Wind Uplift Corpo FMRC 4470 - PA 114 Facto/ 11. al Research Wind Uplift, FMRC Corp. 4470 - PA 114 Factory ulual Research Wind Uplift, FMRC Corp. 4470 - PA 114 Trinity ng n ering Wind Uplift PA 114 Under4 kers Fire Resistance Laboral riet?nc. Classification UL 790 - PA 114 Dynate En ineering Wind Uplift 1 Corpor on 1 PA 114 TEST REPORTS Page 16 of 61 Report FMRC 1996 3.1. OT4A1.AM J.I. 1V8A4.AM 3.1. 1R1A6.AM OT2Q4.AM 3.1. 0Q6A6.AM 3.1. 3X3A2.AM J.I. 0Y9Q5.AM I B9A8.AM D4Q2.AM 4483.04 97-1 R1306, 87NK11819 #3600.02.95-1 .01.01.96 08.26.92 06.28.93 11.15.91 10.17.91 07.16.91 08.02.94 07.29.94 09.04.97 04.30.97 06.06.97 . 01.01.93 02.02.95 • Date • - " rank Zuloaga, Roofing Product Control Examiner 7k- £0'd est Name en /Identifier Dyn ech ngineering Co rat Sb +£ +S0£ Wind Uplift PA 114 Page 17 of 61 Report #4482.02.95 -1 d'JOO QN: Product Control No: 97- 0804.14 Date 02.02.95 ran Zuloaga, Roofing Product Control Examiner WH bli: T T 86 —t' —1nr it 1 ' 1 1 Men(t rane Type: SBS , Deck ype 1: Wood, Non - insulated New Construction or Reroof Deck` esc "1 or greater plywood or wood plank decks Syste Ty I e A(2): Base sheet mechanically fastened. st MI _ Base eet: Ply SPf .et: Membr ne; Surfaci Maxim Ddsign Pressu - 45 psf (See General Limitation #7) Classi Maxi Fitt tics) 'A'. See General Limitation Q. I Maximo Sldpe: 2 ":12 "; See General Limitation #3. f Specific. ion flo.: • Product Control No: 97- 0804.14 r and System Limitations shall apply. GAFGLAS #75, GAFGLAS #80 Ultimam Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIyTTh' Base Sheet,GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 '1 tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the centerline of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 48, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoidt 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladfl' SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or. One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladT"' SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gray el or slag applied at •00 lb. /sq. and 300 ib.!sq. respectively in a flood coat of approved asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. Page 22 of 61 Frank Zuloaga, Roofing Product Control Examiner -/ I Mem�r ane.Type: Deck i Iype : Deck Syste All G Base Surfac PIyS - t: Mem . ne: esc Type A(3): erjand System Limitations shall apply. eet; Maxin .Pressu Maki Fie Classi atior�: Maxim Slope: Specifir tion�No.: m Df sign SBS Wood, Non - Insulated, New Construction, Reroof "1 or greater plywood or wood plank Base sheet mechanically fastened. GAFGLAS® #75 Base Sheet, GAFGLAS #80 UltimaT'' Base Sheet, GAFGLAS STRATAVENT®Nailable, or RUBEROID® 20 base sheet is applied to the deck with 2" side laps with GAFTITE #12 or #14 Screws and 3" Plates 12" on center, in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" OC in the field of the sheet. (Optional) O!, two, or three plies GAFGLAS PLY 40 GAFGLAS FIexPIyT'6, or GAFGLAS® PLY 6® Ply or GAFGLAS FIexPIy 6 sheet adhered in a full ' mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies of RUBEROID , RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule. RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD®, fully adhered in an approved asphalt at an application rate of 25 lb./sq. ± 15 %. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. - 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15 %. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. 2 ":12 "; See General Limitation #3. Page 24 of 61 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner s Product Control No: 97- 0804,14 Membrane Type: SBS Deck Type 1: Wood, Non insulated Deck Description: System Type E -2: RUI3EROID® Tile Underlaymcnt, Base Sheet mechanically attached. All General and System Limitations shall apply. Anchor sheet: ASTM 2626, GAFGLAS®EAFGLAS #80 UltimaTM Basc Sheet, STRATAVENT® Nailable, or RUBEROID® 20 base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (901 to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. Ply Sheet: 1embrane: Specification No.: 19 or greater plywood or wood plank (Optional) one. or more plies GAFGLAS PLY 48, or GAFGLAS PLY 6® Ply. or GAFGLAS FlcxPlyTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One ply RUBEROID® MOP, or RUBERO1D8 MOP PLUS, membrane may be applied at a right angle (909 to thc slope of the deck* adhercd in a full mopping of Type IV asphalt applied within thc EVT range and at a rate of 20 -40 lbs. /sq. Membrane shall be backnialed to deck with approved annular ring shank nails and tin caps at a maximum fastener spacing of 6" o.c. No nails or tincaps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Maximum Design Pressure: Must comply with Metro -Dade County Roofing Application Standard PA 115. Maximum Fire Classification: Must comply with Tile System Fire Classification Maximum Slope: Must Comply with Mctro-Dadc County Roofing Application Standard PA 118, PA 119, I'A 120 Page 56 of 61 Frank Zuloags, Roofing Product Control Examiner f • { • I ' I • • oo De k System Limitations: 1. Faste spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 f or greater as tested in compliance with Merto-Dade County Protocol PA 105. If F' as tested i below 95 lbf, a professional engineer may submit a revised fastener spacing utilizing tht t i idrawal resistance value taken from Merto -Dade County Protocol PA 105 and ca`cul ons in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 Al st dard insulation panel sizes are acceptable for mechanical attachment. When panels are applie in hot asphalt, maximum panel size sha.JI be 4' x 4'. a. iFa t 4 ner spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 27 lbf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Ap ication Standard PA 1 1 7. If the fastener value, as field tested, are below 275.1bf. insulation att c invent shall not be acceptable. 3 A slip eet is required with GAFGLAS FlexPly 4® and Ply 6® when used as a mechanically fas en base or anchor sheet. 4. ''a Typ gypsum board is acceptable to be installed directly over the wood deck.. Page 57of61 • 11 Product Control No: 97- 0804.14 Frank Zuloaga, Roofing Product Control Examiner GENERAL LIMITATIONS Product Control No: 97- 0804.14 phalt shall comply with ASTM D 312 type III or type IV requirements, and ved by applicant. atings are determined by a combination of slope, deck type and assembly. Refer to nt Underwriters Roofing Materials Directory or other fire testing data listed in the g file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of outh Florida Building Code. • mum slope range shall vary for each system; consult current Underwriters 'r, : e''ratories Roofing Materials Directory and manufacturer's specifications for liance with design criteria for each project. verlay and/or recovery board insulation panel is required on all applications over d cell foam insulations when the base sheet is fully mopped. If no recovery board is install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A base sheet applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; p mopped 8" ribbons in three rows, one at each sidelap and one down the center of heet allowing a continuous area of ventilation. Encircling of the strips is not table. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. alt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: attached systems shall be limited to a maximum design pressure of -45 psf. Where TAVENT Perforated is used over approved Isocyanurate foam insulation, the um design pressure is limited to- 60psf. ork shall be performed by a contractor licensed to do roofing work in Metro -Dade . Contractor shall be familiar with the details and specifications published by the acturer, and the requirements of the SFBC. ubmission of system specifications and details shall accompany the Section I1 ng Code Permit. This information is available in the publications listed in the m Description' of this Product Control Approval. The submission �f these ents, as well as the proper application and installation of all materials shall be the sponsibility of the contractor. Page 58 of 61 ran Zuloaga, Roofing Product Control Examiner • Product Control No: 97. 0804.14 eter and corner areas shall comply with the enhanced uplift pressure of these areas, culated in compliance with Chapter 23 of the South Florida Building Code. Fastener ties shall be increase for both insulation and base sheet as needed calculated in compliance Metro -Dade County Roofing Application Standard PA 117. (When this limitation is fically referred within this NOA, General Limitation #20 will not be applicable.) ttachment and sizing of perimeter nailers, metal profile, and/or flashing termination ns shall conform with Metro -Dade County Roofing Application Standard PA 1 11 e wind Toad requirements of Chapter 23 of the South Florida Building Code. 9 FI • ings shall be installed according to the manufacturers standard details, and may be ap ed in cold application adhesive, approved asphalt or may be applied in conjunction wi an approved torch applied modified bitumen membrane. Specific details, approved by +e manufacturer, shall be submitted with the Section II Permit Application. All details shl comply with the provision of the South Florida Building Code. 10 . F t ner spacing for base sheet attachment is based on a Minimum Characteristic Force (F' alue as tested in compliance with Metro -Dade County Protocol PA 105. if the fastener val s as tested are below those listed in the System Limitations, a professional engineer may ; 1 su it a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro Da County Protocol PA 105 test report and calculations that comply with the wind load req rements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 17. .1 11 as ner spacing for insulation attachment is based on a Minimum Characteristic Force F' alue of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are ' low 275 Ibf. insulation attachment shall not be acceptable. i 12 . 'As alt moppings shall be with applied with approved asphalt and shall be in compliance wi �equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or tul • tickets shall indicate an EVT, finished b;awini :",;pcca:ure (FBI) :Aid flash point. A;plialt i and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South I a Building Code. ' ation may be installed in multiple layers. The first layer shall be attached in Iiance with Product Control Approval guidelines. All other layers shall be adhered 11 mopping of approved asphalt applied within the EVT range and at a rate of 20-40 q., or mechanically attached using the fastening pattern of the top layer. Refer to 1 facturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct l cation procedures of insulation panels in approved asphalt or adhesive, which shall ly with provision of Roofing Application Standard PA 117 1 114 . / I 4 Page 59 of 61 rank Zuloaga, Roofing Product Control Examiner 11 I t • ; I •l d 14 . l' tandard panel sizes are acceptable for mechanical attachment. When applied in ved- asphalt, panel size shall be 4' x 4' maximum. 15 n covery/re- roofing applications, prior to the application, all existing roof surfaces used as a • • r>;d� substrate shall be tested in compliance with Metro-Dade County Protocol PA 124 for resistance. Test pressures shall be calculated in compliance with the wind load ements of Chapter 23 of the-South Florida Building Code to the design pressure of the roof. 16 n rle -roofing applications, moisture content in an existing roof must be in compliance with 'Io 3401.10(m), (n) of the South Florida Building Code. 17 • nn f ood materials shall be stored on end and on a clean, flat and dry surface. 18 uired, any Factory Mutual Approved vapor barrier in conjunction with * ro rie ved adhesives may brused prior to the application of the insulation layer. p or 19 nrta, current Underwriters Laboratories Directory for the appropriate coating for each g assembly to obtain the required fire rating. The assembly shall be installed in compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for um fire classification. aximum designed pressure limitation listed shall be applicable to all roof pressure c (i.e. field, perimeters, corners). No rational analysis, nor extrapolation shall be n tied for enhanced fastening at enhanced pressure zones (Le. perimeters, extended s, and corners). (When this limitation is specifically referred within this NOA, al Limitation #7 will not be applicable.) Page 60 of 61 r Product Control No: 97- 0804.14 rank Zuloaga, Roofing Product Control Examiner If: �1 A , rdvtsion or change in the materials, use, and/or manufacture of the product or process shall automatically be au1;e'for termination of this Acceptance, unless prior written approval has been requested (through the fili g revision application with appropriate fee) and granted by this office. 5 An . o a following shall also be grounds for removal of this Acceptance: nsatisfactory performance of this product or process; isuse of this Acceptance as an endorsement of any product, for sales, advertising or any other oses. CAF IK erials Corporation 1361 i 1 . Road Way e; 07470 j — . r / J. Product Control No: 97- 0804.1 ACCEPTANCE NO.: 97- 0814.14 APPROVED: November 6, 1997 EXPIRES: November 6, 2000 NOTICE OF ACCEPTANCE STANDARD CONDITIONS R ne of this Acceptance (approval) shall be considered after a renewal application has been filed and the or gin submitted documentation, including test supporting data, engineering documents, are no older than el ht 8} years. 2 A y all approved products shall be permanentlx labeled with the manufacturer's name, city, state, and the fo lo i g statement: "Metro -Dade County Product Control Approved ", or as specifically stated in the sp cif c of this Acceptance. R - e+■ s of Acceptance will not be considered if: a) Th re has been a change in thaSouth Florida Building Code affecting the evaluation of this product and 11 a roduct is not in compliance with the code changes; b) 'T'S product is no longer the same product (identical) as the one originally approved; c) if a Acceptance holder has not complied with all the requirements of this acceptance, including the ect installation of the product; d) T fi engineer who originally prepared, signed and sealed the required documentation initially submitted, Longer practicing the engineering profession. 6 Ill e of Acceptance number preceded by the words Metro -Dade County, Florida, and followed by the ex • rat o date may be displayed in advertising literature. If any portion of the Notice of Acceptance is dis lay , then it shall be done in its entirety. 7 A c 'py o this Acceptance as well as approved drawings and other documents, where it applies, shall be pro id o the user by the manufacturer or its distributors and shall be available for inspection at the job she at a I ti s. The copies need not be resealed by the engineer. • 8 Falt re dcomply with any section of this Acceptance shall be cause for termination and removal of Acc p e. 9 ThI Ac s tance contains pages l through 61 END OF THIS ACCEPTANCE Page 61 of 61 Frank Zuloaga, Roofing Product Control Examiner root in erg toeing IoMrlmll ms caw 1 10 1st I4 �. grants se over board #i. _r. Laid Vasa. 1 -1/2 ROOF COVERING MATERIALS (TEVi) ROOFING SYSTEMS (TGFU)-Continued Brio Sheet (Optional): One or more layers Type 61.62 or 63. 'f beeroid d Torch Pod (granule), "Ruberoid (granule) or 'Ru 'Ruberoid T beroio Mop PWs' (granule). Coating: Karnak No. 97. 1 -1/2 - 3 gaVsq. cede C-15/32 Incline: 1/2 laudation: One Cr more layers petits. glass fiber, isocyanurate urethane. nurate coes petite/ure thane composite. phenolic. i-1/2 thickness from�yrppptyywood joints 6 in.). Base Sheet Otte or more layers of Fly Sheet (Optional): re al y ■rs of Type 61. • • Membrane: One or more layers of "Ruberoid Tad' (smooth or granola). 'mod MOP Rue (g �e).'Ruberoid Mop' (smooth or granule) or Sarfadng: Karnak No. 97.1 -1/2.3 gat/sq. Iodine 2 5. Dede NC One or more layers d Toe 61.62 or 63. � O q' or more layers of 'Ruberoid T or& (smooth or granule). 'Ruberoiidd Torch Pllur (granule). Serfadot '2! F b" ptfonal): -B m gal/sq. 97' or '169' at 1 -3 gaVsq or Grundy • 5. lade C 1S/32 Incline 1/2 fibe Insulation: One or more layers per mite, 9lau r. 3/4 M. min, uretlnane • _ i onurate, urethane, pertitelisocyanurate aosposite. perli W composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of -Type 61.62 or 63. One or more Iayes of 'Ruberoid Torsi' (smooth or granule). - • Boni p (granule), 'Ruberoid Mod (smooth or granule) -or • "Ruberoid Mop Plus' Serfadn Gamin. (granule). • T. Os* C-15/32 ram 1 / 2 Iodides (Optioeat)s One -or more layers perlibe, wood ;fiber. uc . fiber, isocyaruuate, urethane. perliterisocyanurate composite. lase Sheet « wo wood fiber/lsocyanurate composite, phenolic or more layers of Type 62 or 43. - -- (Optional): One or .ore at yers of Type 61. r Membrane One or more layers of 'Ruberoid Tor•f (smooth or granule). '11ube oid Torch Plus' (grande).'Ruberoid Mod (smooth or granule) or 'lhrberoid Mop Plus' (granule). O. SodadoF Karnak No. 97, 14/2 - 3 • 9Io 1/2 graveL Besolatiort One ret urethane, �°�' 3 rate 1 urethane mac. composite. phenolic. 1-1/2 in. min. • Rase Shat (Optio"at): One or more layers of Type 61.62 or G3. • dlembrane One or more foyers of 'Ruberoid Toiler' (smooth or granule). isieluberoid Torch Plus (granule), •Ruberoid Mod (smooth or granule) or • yr,,s,'Ruberoid'Mop Plus (granule). p R MB Aluminum Roof Coating' Iodin 1-2 gaVsq. {honer iodation (Optional): is wrote, urethane. more p ironddii er glass 3etite ooaposiER. pe �ocyanuraLe composite. Petite/ vellum Rase Sheet One or more-layers of Type 62 %6AFGLAS 575 Base Sheet'. ellsabot stopped or mechanically fastened place. lJlS Ply 4•, hot m ^F; ed Ply Sheet One or more {rye s • Type Y d!r In place. ranule ?. Membrane "Ruberoid Mop FR' (9 lair, Surfadng ( Optional): GAF Rbered Aluminum Coating at 1 -1/2 gaVsq or • 't : GAF Weather Coat Emulsion at 3 gaVsq • - 10. Bede C -15/32 Incline: 1/2 -.4..4 Insulation (Optional): One or more layers petite, glass fiber, 3/4 in. • Jain; isocyanurate, urethane. petite /isocyanurate composite. petite/ •abet erne composite. phenolic. 1-1/2 in. min. rase. Sheet: One or more layers of Type G2 'GAFGLAS 875 Base Sheer. mopped .err mechanically fastened in place.- ft, Sheet One or more layers of Type 61'GAFGIAS Ply 4'. or "GAFGLAS .74; :b 6' hot mopped in plane Membrane 'Ruberoid Torts FR' (granule). Smfadrg ( Optional): GAF Rbered Aluminum Coating at 1 -1/2 gaVsq or c y„ .- 6 t Coat Emulsion at 3 gaVsq. • Iodine 1/2 • t '• - ' • u>adadioec lsocyanurate, 2 in. min., wood fiber, petite or glass fiber, , _• tot mopped or medianiafy fastened in •plan. Joints BaseSheet: One or more layers of Type G2 'GAFGLAS 175 Rase Sheet', but mopped or mechanically fastened in place. Sheet (Optional): One or more layers of Type 61 'GAFGLAS Ply 4' or 6"-hot mopped in place. • • - ' • Membrane: 'Ruberoid Torah FR' (granule). 09 (Optional): GAF Meted Aluminum Coating at 1 -1/2 gaVsq or - leather Coat Emulsion at 3 gaVsq. •• • • • • - - • • LOOK - . FOR MARK ON PRODUCT ROOF COVEXING MATERIALS (TEVT) • ROOFING SYSTEMS (iGFU)_Coned 12. Dedc C -15/32 • bathe ••:'+ insu atton Optional): Lwcya"u a fiber, any ffi s iclaw hot m or aedhanicafy fastened in place. Joints offset 6 kV. Base One or more layers of Type 62 G'GAFWAS 1175 Base Sheet hot mopped or or more layers of Type in 61 �S P 4' or 'Ply 6•, hi fly Sheet in d more {aye d ype Membrane: 'Ruberold Torch FR' (granule). Surfadog (Optional): GAF Fibered Maximise Coating at 1-1/2 j{/sM GAF Weather Coat Emulsion at 3 ga4/sg. - _. •� i me aty thidmem. Rot mopped « red ly fastened In la Joints offset i is �, Base Sheet One or more sayers of Type 62%AEGIAS 975 Base Sheet lint Sheet ( inn � p oasl): One • or more layers of Type 61 TAW My 4' woe. 'Ply Membra� r 'R ford. Fir (granule) Surfadog (Optional): 'GAF Rbered Muminua Coating' at 1 -1/2 gaV' or GAF Mleatiha Coat Eeadsion at 3 •al/so. 14. Oedc waddles (OptIosal): NC nu �� _ ww000rd� fiberboard, petite. 9V fiber, any mopped or mechaniafly fastened in plat Joints ooh 5 S Base Sheer, k Base SheetttaOnne err moo layers d %AF6tAS to i� �heet rtleoa3): One se ore layers ef %AF GUS Phi h' er?t► G hot bran b pica._ Torch fr (granule) GAF *eat Coat 6aarttion aPP�ad at B jfa4/'� •GAF Ahehs� 1 1 . l�wu(Cst135oa�Wona9� � � urethane. - b l hocyanurate cost 62 or 63 base street tot a omt . )sere Sheet One or more byes Type or mechanically fastened. Pty Sheet (O One or more layers Type 61, hot mopped in pli Membrane '�d Mop mr or Mop W' (granule). 16. Dedc C-102 • h oo p: ro (°pR_ offset 'esb • Base Sheet or more layers of Type G3 or . ,6-3 base abed. mopped or Ply Sheet (Optfonay: One or more buyers of Type 6-1. bat moppet iiembraae+ One layer 01 Itriberoid Toni.' or 'Rubaoid Mop' (smoot Membrane One Layer 01 'Ruberoid Torch FR' or .'Ruberoid Mop 17. Dais NC Iodine f inocyanun ur ethane. pertiteilsocyanurate composite or phenolic • Base Sheet One or more layers Type 62 or G3 base sheet. hat mop or Sheet mechanally i ( Optional): � � My StheeR or sooner layers Type 61, hot mopped im plat Membrane: One layer of 'Ruberoid Mop Fit or "Ruberoid Mop 170 (granule). - • Ia.iine 7/2 18. Dedc NC wood fiber, .bocyanura' • urreethane. p enis ya � iii glass, phenolic. Base Sheet (optional): One or more layers of Type G-2 or 6 3 ba sheet, Ply Sheet (Optional): ) mechanically One 0 a i mot fastened. lay fe . One more layers o o f Type 6-1, hot mopped Me Nembrane:.One brit d 'Ruberoid Tad' (smooth). 'Ruberoid Mc (smooth). • Membrane: One layer of 'ttuberoid Torch fir. .'Ruberoid Mop: ftt' 'Ruberoid Mop 170 Fit (granule). 19. Dedc NC • . Wine: • more Insulation ( Optional): One or re layers of petite, glass fib • arwnite. urethane. Pertitefflocyanunte. composite or phenolic. a . Base Sheet One or more pries 61 or 62, hot awpped or adhered w. Karnak Chemical Co. 'No. 81' or Gibson -Homan 'Do. 6160'. cold appli adhesive at 1 -1/2 gaVsq •` .;Membrane: One layer of 'Ruberoid Mop .fi' or 9tuberoid. Mop •170 f (granule), hot .mopped or adhered with Karnak Chemical Co. 'No. 81" Gibson -Homan 'No. 6160' cold applied adhesive at 1 -1/2 gaVsq. 20. Dedc C-15/32 • Indine 1/4 • ..'' :..• Insulatiorc Polyisocyarwnte. any tfhickness. • Base Sheet TAAFGtAS 575' (Type 62), mechanically attached. e Owner's Name and Address Name and address of licensed contractor STATE OF FLORIDA, COUNTY OF DADE. j ss. Disapproved 1... ate (Signed) Building Inspector Chairman Member MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the npproyal of the detailed statement or me plans and specifications herewith submitted for the build • in or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Divisinn of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during prggreu of the work. Date..._...__. __.....� March Peter Vidal — No....3 .._. Street,_ 1V. E. 99 St. Registered Architect and /or Engineer .... ........ .• ,0.„h.,...•.•,....l,l e..,.,. Tomco Roofing - 14011 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done _ 349 99 .. State work to be done and purpose of building (by floors) ..... _ layers 33# felt — Resident - 6 squares. and for no other purpose. New Bui!ding Remodeling X Addition Repairs No. of Stories 3. To be constructed of Kind of foundation Roof Covering Estimate Total cost of improvements $ 1100.00 Amount of Permit $. ........ CK) Zone cubage required Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersigned applicant for this budding permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida R'orkinen's Compensation Act. being Section 5966. Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hint in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pcnnit, as are licensed by Miami Shores Village. Remarks (Signed) PLANNING BOARD N. W. 20 Ave. Reroof rear q;gve ,se,tiQn with 3 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared J.P. Craig and who, being by me first duly sworn, upon oath deposes and says that he is the....RDOf.±riq ..Contractor of the above described construction, that he has carefully read the foregoing application, and the he did sign the same, and that all facts thcrcin by him stated are Permit No.._..74 f Date ''/$ Read, Sworn to and Sub s• ri bed before me. Notary Public, State of Florida My omm{�ipp �tp�res. arc Pllt)IIC;. 5ge orRorl8i3 ist large - My Comrnissio$res July 8, 1985 Mcmbcr Member Member .. .. _....._......_..._. ....._....._ Member Council Approved Date Disapproved ...... ..................... to me well known, Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection Ice of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection oe faulty materials anti /or workmanship. c' Estimated Total cost of improvements $1135.00 Permit No Disapproved (Signed) JZCe APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date , 19 Owner's Name and Address. P .M. Vidal No 349 N. E. St. Registered Architect and /or Engineer Name and address of licensed contractor Brady Roofing Tiles Mfg. Co. - 2955 N. W. 73rd St. Location and legal description of lot to be built on: Lot Block Subdivision. Street and Number where work is to be done. 3 49 N. E. 99th St. State work to be done and purpose of building (by floors) BerOO! : 30 - 90 — Tile and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be .constructed of Kind of foundation Roof Covering Tile Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an ei iployer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Sup ement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employ by him in the work to be performed under this permit; and will post or cause to be posted for in ectio the s' e of the work sucl i c notice or notices as are required by the Act. The undersigned agrees to employ only such s / .c ntract// on /rkqto be perfor% - j der this Remarks (Signed) � permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Date 4 Building In Sector MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT te,i Amount of Permit $..5. to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires • PLANNING BOARD DATE Chairman Member Member 1 Member Member .. _ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.