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157 NW 98 St (8)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE' Date 4 7 —30 -0 ob Address JS l Al°ca' L 6 Tax Folio Legal Description Historically Designated: Yes Owner/Lessee / Tenant //4 RQ h PLO C./ i d U i c.. Owner's Address / S 7 /VA.) 57 Contracting Co. / k" Y —i 6 ( tr Qualifier 744.6 Ct • State # t CC 471$ 2 Municipal # Competency # Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN4 PAVING FENCE SIGN 4. WORK DESCRIPTION RE_ , f C..L e26U cede l6s Square Ft. \ "l"62 Estimated Cost (i WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AN PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMEN" Application is hereby made to obtain a permit to do work and installation as indicated above, and will be performed to meet the standards of all laws regulating construction in this jurisdiction. I PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all w construction and zoning. Furthermore, I authorize the above -named contractor to do the wor Signature of owner an' Notary as to Owner and/or C My Commission Expires: APPROVED: Zoning Mechanical FEES: PERMIT 1 4150 RADON 7 6 : DD 199663 : aord 1110 -* 'y, �ezt STAT...... ' llllioItN10. SS# Phone.1c — 7S -6 /r MIAMI SHORES VILLAGE ,.-y)\- BUILDING D EPARTMENT 3 05 -795- EN T T Building Inspection pection Request Date /Z Type Insp' Permit No. Name Address Compa Time l Pry 05- tyt �/ "S7 uC.J Q dgcbt _ de Phone # �®�t�c For Inspector: Name & Date NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CFN 2003Ro7o?44i 0 OR P.k 21671 F's 3218; (113s) PERMIT NO. TAX FOLIO NO. RECORDED 09/22/21)03 12:04:40 HARVEY RUVIN, CLERK OF COURT STATE OF FLORIDA: MIAMI -DADE COUNTY? FLORIDA LAST F'AGE 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: 2. Description of improvement: 3. Owner(s) name and address: rC -/� /4 ,/ G-,, (f ?'� o 2 Interest in property: 7 Cu /7 P /Z Name and address of fee simple titleholder: 4. Contractor's name and address: 124 ) - r ` �s r46 6 �,0k.171 c 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 different date is specified) 1r7 7 /U ' e l �- ki4Ur Signature of Owner Print Owner's Name -U CI 01 12e1 / r / Prepared by 0 Sworn to and subscrib:: b: f a me this 0,4%1 •�'�11��l��� /I - / , 2O —$ 26t--7 O ................... �' Address: Notary Public \ � � � �, 0 J �• ro ms s -- 5 e/�2-¢ e( Print Notary's i a' a _ *' � '� ' *= My commissio expire S 9 ;. DD 199663 � • a 123.01 -52 PAGE 4 8/0 ' % �f',0 • ;� b l i Und. � ' , /,4 �C, STA`� 111111111111111111111111111111111111111111111 33/x/ 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form Master Permit No. Contractor's Name f 1 f/ /Q-ce d/' /ny Job Address /k r? r',. • ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 10 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Low Slope ❑ Mechanically Fastened Tile A Mortar /Adhesive Set Tile Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles 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. 1I Form AB -326 ( Page 2 of 5) New 1 16 02 Section A (General Information) I i I Process No. ROOF CATEGORY /7Zv /99 I ; l 1 I � � e. lr .130. *tea 4V "".o IEEE i\ NMI '111111M411111111 Pr AI MINI ril MN Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA") System Manufacturer: GAF Ma t e r i a 1 s NOA No.: 02 0408.09 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: - 49.2 Pmax2: —82 Pmax3: -124 Max. Design Pressure, From the Specific NOA System: — 5 2 . 5 Deck: Illustrate Components Noted and Type: Wood Details as Applicable: Gauge/Thickness: 3" Face 26 ga Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: 1 : 12 Strip, Base Flashing, Counter- Flashing, Coping, Etc: Anchor /Base Sheet & No. of PIy(s): Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, AnchorBase Sheet Fastener /Bonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulation Base Layer. Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of PIy(s): 1 Ply G a f alas B e She F Base to ial: 1 " Ring Shank Nails Corrotion Resistant Ply Sheet(s) & No. of Ply(s): 2 Plies G a f g l a s Ply IV Ply Sheet Fastener /Bonding Material: Hot Mopped Top Ply: 1 Ply Mineral Surface Cap Sheet Top Ply Fastener/ Bonding Material: Hot Mopped Surfacing: Field: 09 " oc (0 Lap, # Rows , 2 @ 9 " oc Perimeter: 6 " oc © Lap, # Rows 4 @ 6 " oc Comer. 6 ' oc © Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board Field Perimeter Comer I Afineral Surf. Cap Sheet Hot M. 2 Plies Oaf Glass Ply N Hot Mopped Pty Gargles 175 Mee Fast 2 Plies pa rxlr on top Wood 130 DIE 28 pa I Parapet Wall Height Ft Moan Roof Hel Roof Height 1 Roof System Manufacturer: //Gt `i 5 1) 75 Notice of Acceptance Number: 0 2 — 4 2 4 7'• d Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: —4. 2 P2: .2 P3: ^ d e • 6 e Maximum Design Pressure (From the NOA Specific System): 6 0 6 Method of tile attachment: 6 <I ' 4 5 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: : 12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description (.tJc7 ®C/• Deck Type: ype Underlayment: nsulatlon. Ire Barrier: Ridge Ventilation? Mean Roof Height: / 2 H/!' astener Type & Spacing: dhesive Type: ype Cap Sheet: p® /yr.oQ oof Covering: � O B� - ac4C T4'/ Type & Size Drip dge: Oot/ )zoo// Li3k3 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA ") Field: " oc © Lap, # Rows © " oc System Manufacturer. NOA No.: Perimeter. " oc © Lap, # Rows _ @ " oc Comer. " oc Q Lap, # Rows (a3 " oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fasteners Per Insulation Pmax1: Pmax2: Pmax3: Board Max Design Pressure, From the Specific NOA System: Field Perimeter Comer Deck: Illustrate Components Noted and Type: Details as Applicable: Gauge/Thickness: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet & No. of Ply(s): Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor /Base Sheet Fastener /Bonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Insulation Base Layer. Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s).& No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply. Top Ply Fastener/ Bonding Material: Surfacing: FT. Parapet Height Mean Roof Height Where to Obtain Information • Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCII 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier X. NOA Restoring Moment due to Gravity M. NOA Attachment Resistance Mt NOA Required Moment Resistance M. Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F. Calculated Avenge Tile Wht W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. Mr Required Moment Resistance* Mean Roof Height - Roof Slope l 15' - 20' J 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 512 28.4 30.1 31.6 32.8 34.9 2 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section E cTile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from M . If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "�oTent Based Tile Calculjitions Per RAS 127" (P 6 z a .2 F _ ._ Mg: 6/ M b. NOA M a� • 6 / (P 1 z XC2E = a A -M � =M 2G.6Y NOA 1l% .6/ (P3:917/ z XC 2t5 _ - Mg: 6 - = ,244f' NOA J. ° 6 / 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 the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P zl: = w:= ) -W: cos 0: = F NOA F' (P z1: = z w:= ) -W: cos 0: = F NOA F' (P : z 1: = w: = ) - W: z cos 9: = Fr3: 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 explaj 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane 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 provision . Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addr ed 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 : filed i• cordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B ildi de. (The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or o ner,j uld 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 vi wed fro elow. The owner may wish to maintain the architectural appearance, therefore, roofing nail p netrati of the underside of the decking may not be acceptable. The Florida Building Code provides the option • aintaining this appearance. _ 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cau.e 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 expectan nd performance of the new roofing system. Ponding conditions may not be evident until the origina te •' mg 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 o erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if verflow sc • '•pers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordan , ith the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the for of the structural assembly (the building itself). The existing amount of attic ventilation shall not be uced. It may be beneficial to consider additional venting which can result in extending the service life of the oof. ent's Signature Date C:\ OOCUItE- Ikmp\LOCALS- 1 \Temp\SECTION 15IJ.da 1 MIAM'DADE 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 MIAME- BADE COUNTY FLORIDA METRO =DARE FLAGLER BUILDING I40 WEST FLAGLER STREET, SUITE 1603 MIAMI, . FLORIDA 31130`I 563 (305)375. 290.1: FAX -005 )375 - 2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing,the use of construction materials The documentation submit 4 has been reviewed by the BCCO and accepted by the Code and Product Review Committee to be used in Miami Dade County and other areas where allowedly the Authority Having Jurisdiction (AI-IJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County)- and/or th AID (in areas other than Miami Dade County) reserve the- right to have this product or material tested for quail assurance purposes. If this product or material fails to perform- in the accepted manner; the manufacturer wilt incu the expense of such testing and the AIfJ may immediately revoke, modify, or suspend the use of such product o material within their jurisdiction.. BCCO reserves the right to revoke this acceptance, if it is determined- by BCC 1 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 South. Florida Building Code; I994 Edition-for Miami-Dade County or Florida, Building Code. .DESCRIPTION: Palema Double Roll and Hacienda Double Roll Roof Tile RENEWAL of this NOA shall be considered -after a renewal application has beery filed and has been no change in the applicable building code negatively affecting the perfortrmanee 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 o € 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 th expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall h dnne- 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. 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA. No.: 02-0-749-.08 Expiration - Date: .12 /1b /07 Approval Date: 0S/22/02 Page 1 of ROOFING ASSEMBLY APPROVAL Category: Sub. Category: Material: I. SCOPE This renews a roofing system using Hanson ` Palema: Double Rallt and DafiendMMRnof' 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 regpirsmtntq, 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 Palema Double Roll Tile Hanson "Hacienda" Trim Pieces Product Rainproof 11 Ice and Water Shield Roofing, Roofing Tile Concrete Dimensions Length: 16%Z'' Width:. 13" 1 ,4" thick Length- 17 Width: 13" %' thick Length. varies Width: varies Varying thickness 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Dimensions 30" x 75' roll 36" x 755' roll Or 60" x 75' roll: 36" x 75' roll Test Product Specifications Description Low profile, interloclang,. extruded concrete TAS 112 roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Low profile, interlocking, extruded concrete TAS 112 roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set appl;Farinn Accessory trim, concrete- roof pieces for use at TAS I.12_ hips,. rakes, ridges and:vaII y tenninations. Manufactured for each tile profile. Test - Specifications Product Description Single ply, nail -ca TAS104 underlayment with 2' self - adhering top edge - Self- adhering TAS 103 underlayment Manufacturer Protect-O-Wrap, Inc. (With current NOA) W.R. Grace Co. (With current NOA) NOA No.: 02 -0709.Og Expiration Date: 12/16/47 Approval Date: 08/22/42 Page 2 of 7 • Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ("I'ileTiteTM") Roof Tile Mortar ("Quikrete® Roof Tile Mortar #1140 ") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive. (Polypro® AH160) Roof Tile Adhesive TileBond Hurricane- Clip Fasteners Dimensions Vertical Mitt. L "x 4" Horizontal Min. 1"x 4" for use - with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" #8x 2 Yr" long 0.335" head dia. 0.131" shank dia. 0 :175" screw thread dia. N/A N/A N/A N/A Factory premixed canisters Clips " width Min. 6.060 "thick Clip Fasteners Min. 8d x 1 5 " Test Specifications Wood Preservers Institute LP — 2 TAS114 Appendix. E TAS 114 Appendix E TAS- 123- TAS. 123 TAS 123 See NOA See NOA TAS 114 Appendix E Product Descrivtion. Salt pressure treated or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, (-slated., square drive,. galvanized, coarse thread wood screws 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. Adhesive designed for-use in roof ti le- applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Manufacturer Generic (With current NOA) Generic (With current NOA) Generic. (With current NOA) Bermuda Roof Company, Inc. (With current NOA)- Quikrete Construction Products (With current NOA)- W. R. Bonsai Co. (with current NOA) Polyfoanr Products; Inc. (With current NOA) Flexible Products (With current NOA) Generic (With current NQA) NOA No:: 02-0709,08- Expiration Date: t2/16 /07 Approval. Date: 08/22/02 Page 3 of 7 Table 2: Restoring Moments die to Gravity - Mg (ff tb4 Tile Profile 3": 12" 4": 12" 5": 12" 6 ": 12" 7 ": 12" or greater Hanson: Palema Double Rolf and Hacienda_ Tile . Battens - .Direct Deck Battens . Diced: Deck. .Battens. Direct Deck Battens. Direct Deck Battens.. Direct Deck 5.92 , 6.80 5.82 6.69 510 6.55 5.56 6.39 5.41 • 6.22 • Table 1: Aerodynamic Multipliers - f ft Tile X X, fft X X (ft) Profile B Batten Application. D Direct Deck Application Hanson. Palema Double Roll and 0 0267 ( (289 Hacienda: Tile LIMITATIONS 3.1 Fire classification is not - part - of this acceptance. 3.2 For mortar or adhesive- set tile applications, a static field uplift test in. accordance with RAS 106 may 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 Comp lia nce 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 `Palema_ amble Roll and=Hacienda:' Roof Tile and its components - shall be installed in strict compliance with Roofing. Application Standard RAS 120., 4:2 Data -For Attachment NOA No.: 02470808 Expiration- Date : - I2/Ib /11T Approval Date: 08/22/02 Page 4 of 7 • 1 Table- 3:. Attachment Resistance Expressed as a Moment - Mr (ft -lbt For Nail -On Systems Tile- Profile Fastener Type Direct Deck (Min 1 " plywood) Direct Deck (Min. 1 plywood Battens Hanson Palema Double Roll and- Hacienda Tile 2 =tOd Ring Shank Nails- 27.8 37.4. 28.8 1 -10d Smooth or Screw Shank Nail a.a 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21. 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -1.Qd Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -1Od Smooth or Screw Shank Nails (Field Clip)- 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails - (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 l installation with a 4" tile headlap and fasterners are located a rain. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mi (ft Ibf i For two Patty Adhesive- Set Systems- Tile Profile - Tile Application ; Minimum Attachment Resistance Hanson Palema Double Roll and Hacienda Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products cornpdny.TileBondAverage -weightper patty 11.4 grams: Polyfoarn Product, Inc: Average weight per patty 8 grams_ NOA No.: 02- 0709.08 Expiration. Date: 12/16/07 Appel Rite: 08/22/02 Page 5 of 7 Table 4A: Attachment Resistance Expressed as a Moment - M (ft -lbf) For Singie_Patty Adhesive_Set.- Systems- Tile Profile Tile Application_ Minimum Attachment Resistance Hanson Palema Double Roll and- Hacienda Tile Polyfaarn - PolyProT 86.61 Polyfoam Poll/Pro/ 45 4 Large paddy placement of 54grarns of PolyProllk. 5 Medium paddy placement of 24grams of PolyPro MI . Table= 4B: Attachment Resistance Expressed as a Moment- MM (ft=lbf For Mortar Set Systems- Tile Profile Tile- Application Attachment Resistance Hanson. Palema Double Roll and Hacienda Tile Mortar Sett 20.60 5. LABELING All tiles= shall: bearthe imprint' or identifiable- marking- of the - manufactu.rei'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.I.I This Notice ofAccepta 6:1.2. Any other documents - required by the Building Official or applicable building code in order to properly evaluate the system-. NOA- No.:. 02- 4709.011 Expiration Dale:: 12/16/07 Approval Date: 08/22/02 Page 6 of 7 PROFILE DRAWINGS HANSON PALEMA DOUBLE ROLL ROOF TILE FASTENER HOLES UNDERLOCK HANSON HACIENDA CONCRETE ROOF TILE END - OF THIS ACCEPTANCE OVERLOOK NOA No4 02-07O OS Expiration Date. I2/16/4 l7 Approval Bate: 08 /22/02 Page 7 of 7 MIAM FDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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: GAF Conventional Built - Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Dimensions GAF Asphalt Concrete • Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex P1yTM 6 Roofing BUR Wood -75 psf See General Limitation #1 5, 55 gallons 60 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 4601 ASTM D4601 ASTM D 2178 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. 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 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: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 2of21 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19/ or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; 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 #I4 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 PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -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 —60 psf, 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. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or 'A Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1 Fire classification is not part of this acceptance, refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 1110ralVERItIG. t4ATERIAIS (fEifl� ROOFING SYSTEMS (TGFt1) Continued gypsum board and ovcrlayment board are offset •6 in. with the joints in the . If polystyrene is pact of the roof system, it must be placed below the board: o, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be adhered to ns -deck" in .hot asphalt. GAFGLAS Stratavent Mailable Base Sheet" may be mechanically attached or t mopped over noncombustible decks and as a recover over existing roof ms_ G1AS Perlite Insulation may be utilized as a cover board over "E.VERGUARD" ulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT ype G2 asphalt glass mat base sheet (" GAFGLAS #75. Base Sheet" or " GAFGLAS i te remimum Base Sheet") is a suitable alternate for Type Gl asphalt glass ply sheet ("GAfGIAS - Ply 4" or "GAfGtAS Pty -6a) in the Class A, 8 or Croof ms indicated below. roof - d eck may first be covered• with. a Type G2• asp glass mat base t %AEG1 S. Stratavent (Vent- Ply); - perforated°' • or GAFGLAS Stratavent -Ay). for nai'la'ble decks ..Perforated to be mopped and naitable to be chanically attached granule side dawn_ an option Type G2 asphalt glass mat base sheet (" GAFGLAS #TS Base "GAFGLAS Premium Base Sheer or " GAFGLAS Stratavent (Vent -Pty) nailable decks") may be substituted for GS asphalt glass fiber ply sheet GLAS Ply. 4" or• " GAFGLAS. Ply. 6"). as the nailed. base ply in the following. stems. ttom ply or base sheet may be solid mopped, spot mopped or mechanically otherwise indicated. all'insulations may be hot mopped or mechanically Rashuu ` or "Ruberoid" may be used fur flash r}g in any of the Class or •t systems ••islet below. "partite' is .referenced, .this includes ".GAfTEMP .PERMAtfTI."'.or any tit - Classfied - perlite• insulation. shed stone or stag are suitable alternates for gravel in any of the Class A, C systems fisted. ctu rat- cement fiber building units are considered -suitable -to -be inducted deck in the hi/lowing Class h, B or systems listed over C-15/32 or 1iC. .use. ofgypswmr board under any of -the following: Class A, 8 orC systems not adversely effect the rating, The use of 1/2 .in, .min• gypsum.. board. is. table alternate for insulation over C -15/32 decks. be use of polystyrene .insulation board between .min 3/4 in. perlite board deck. with. rosin paper ( /rosin paper /polystyrene /perlite). is a ble alternate for isocyanurate board in the following Class A, B or C ms. F.TEMP Isotherm RA"',. "GAFTEMP Tapered Isotherm RA' and "GAFTEMP mposr'te A" may be substituted for any isocyanurate insulation• in any of the 'ng Classification. Tonmhull "Perna Mop° may be utilized with any of the following "Asphalt Felt (stems with Hot Roofing Asphalt'. CAMAS #86 Premium Base Sheet may be used in any of the foil 'owing ptems. Class. A, B and C.. Hut-reefing asphalt,•foruse with. organic and glass•feRs- ormodified bitumen embraces. Class A . Deck:. C -15%32 Incttae: 3 Insulation (Optional: Ong or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite, periite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any this I ness.. Ply Sheet Three or more layers Type 61 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped.. Surfacing: Gravel. . Deck: C -15/32 . Incline: 2 Insulation (Optional): One or more layers pertite, wood fiber, glass fiber,. isocyanurate, urethane, perttte /isocyanurate composite, perlite/ urethane composite, wood "fiber/isocyanurate composite, phenolic,. any thickness. .Ply Sheet Tree or more layers Type 41 "SAt=6lAS Ply 4" or °SAAFGUAS. Ply : 6". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Smfaced Cap Sheet'. Deck NC , Inctne-. 2 - Insulation • (Optional): • One or more • layers pertite, wood - fiber, glass fiber, isocyanurate, urethane; perlite /isocyanurate composite, partite/ urethane composite.. wood fiber/isocyanurate composite,. phenolic.. 2. in.. •max. yty'Sheet: Two or more'tayersType G1 "GAFGLAS-Ply 4" or :TAT-GUNS-Ply lap Sheet One layer Type 63 " GAFGLAS Mineral Surfaced Cap Sheet". Deck: NC , Incline: 1/2' Insulation. One or two Mayers 'Isotherm R", 4 in. max, hot mopped. ROOFING SYSTEMS (TGFtt)— Continued .elyrstreet:.Argr tit Clashed gravel surfaced Ctass.lk asphalt glass .fiber mat system. 5 peck: C -15/32 Tnrlinn• 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #I5 Base Sheer:' (may be nailed).. fi ySheet One or more layers.of Type G1 " GAFGLAS: Ply 4" or GAFGLAS. Ply Cap Sheet One sayer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 lase Sheet One layer of Type 62 " GAFGLAS 475 Base Sheet". Ply Sheet One or more layers of Type G1 " GAFGLAS .Ply 4" or GAFGLAS Ply Cap - Sheet; One layer. of Type G -3. "GAFGLAS.Mineral Surfaced Cap - Sheet". • Deck: C -15/32 Incline: 2 . Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, petite /urethane composite, phenolic, - 14 my .min (offset' from plywood. jOints in:.). Base Shut. One ar more layers of, Type Gi.y2 -or. GL Membrane: One or. more layers of "Ruberoid Torch" (smooth or. granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus` ramie). Cap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck:- 15/32 Inclines 2 Insulation (Optional): One or more layers pertite, wood fiber, . glass fiber, isocyanurate. urethane, .pertte/fsocyanurate composite, . petite/ urethane composite, wood fiber/isocyano ate composite, phenolic, any Base Sheet Two a Payers of Type GT or r,3 My Siren • f ine or some of Type 61. Membrane: -Dnepr more , tayers.of "Ruberoid Torch" .(month °m' grannie);, ".Ruberoid Taub Aus' •(granul). 'Ruberoid Itiop"•,(smoath .or •grantee) .or 'Ruberoid• Mop. Phis' (granule ). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B Tack: (=15/32 rnriinn• 3.1/2• Insulation (Optional): One or more Payers perlite, wood Tiber, frfber, isogamete, . uretfane,. .perne/isocyanuratecomposite,.. ice/ urethane composite;. wood: fiber /• isocyanurate; composite ;. pheno 'c,. any thickness. Ply Sleet Two or more layers of Type G1 ' GAFGIAS Ply 4" or "-6AF61AS Ply 6" Lap Sheets Type G3 " GAFGLAS .Mineral.Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3 -1//2 • Insulation .(Optional.).:. One. nr. .mare .layers .peruse. wood lien. [ass Tibet isogamete, urethane; perlite/isocyanurate composi €e/ urethane composite, wood fiber/isocyanurate composite, pheno ic, any thickness.. Base Sheets Two or more layers of Type G1, G2 or G3. Membrane One or more layers of "Ru Torch' (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid. Mop" (smooth or granule) or "Ruhemid. Mop Ptins " -tap Sheet " GAFGLAS - Mineral Surfaced Cop Sheet',- tiut•mopped. Class C 1_ Oe[k: C -15/32 incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate urethane; perlite /isocyanurate composite; per rite/ urethane composite, wood fiber / isocyanurate composite, phenolic,. any thickness. Ply Sheets. Three or more layers of Type Gi "GAFGLAAS. Ply 4" ar " GAFGLAS. NY 6'. Surfacing: "Special Roofing Bitumen" 2O lbs /sq. COAL= FELT SYSTEMS WITH - HOT ROOFING. COAL TAR Class A 1-' Deck: (-15/32 Iodine: 1/2 Insulation (Optional): Otte ar more layers partite, .woad .fiber,. fiber, isocyanurate, urethane, penile /isocyanurate composite, perl ite/ urethane composite•, wood fibeifisocyarrurate ecanposite, phenolic, any Ply. Sheet.Three or mare layers of Iype G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6", hat mopped with coat tar bitumen. Surfacing: Gravel COMBINATION ROT AND COLO SYSTEMS Class A 1.. Deck- NC. Incline: 2. -Insulation (Optional): One or -more• layers. pettite, wood fiber of g lass fiber; 2' iii: max: Ply Three ore layecrotType -G.1 " GAFGLAS Pty nr " GAFGLAS Ply •6". Surfac$ng: Grundy Industries "al MB' Aluminum Roof Coating!' at 1 -1)2 gat/sq. LOOK FOR MARK ON PRODUCT 1100E- -COVER ING -MMT1 S- V). 133- 135 mess, Neer, .hot , sq or glass ,lace• met", 4 '• or . al/se glass. dace • trot tr ee ¢q er . 4W peed lava cite/ hot d in - th). r ate, Med ace. It FD" 0. i .. ate, rase 3 in lop' 1 ' or ben; any rith- tied FR" ' or APPROVED: 06/14/2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE rolyinum Products, Inc. 2400 Spring-Star-Inlet- Road Spring ,T X 77383 -1132 1 he expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO 01- 0521.02 EXPIRES: OS/10/2006 Raul Rodriguez 005)17S-2902 :PAX.(3e5) 37.2-633 Ch Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL, CONDITIONS BUILDING CODE & PRODUCT RF COMMITTEE This application for Product Approval has been reviewed: by the BCCO and ,approved by the Building Code and Product Review Committee to be used in Miami :Dade County, Florida under the conditions set firth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance °Mee \ s ,iril,roao„ecepcmco tom Fc doe Internet main address: pestinast butldingeodesAlintc.com lIS •f4olnenaIc: hits -J/ wwihuiktinncndnno:tinn Y n+n MIAMI -DADE COUNTY. FLORIDA METRO -DADS FLAG.LER..6UILD(NG BUILDING CODE CONIT'LTANCE OFFICE METRO-DAD6 FLAGLER BUILDING in WEST FLAGLi ,ER MEET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (303) 375 -2901 FAX (305) 375 -290 CONTI ALTO LACENSIN.G SECriON (305)375 -2527 FAX (305) )75 -2551 CONTRACTOR oNFORCEMJ (r DIVISION (305) 375 -2966 FAX (305) 375 -2wts PRODUCT CCNTRol. VISION Your application for Notice of Acceptance (NOA) of Two Component Polyuretbcnc Foam 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 -Dade County Building Code Compliance Office (BCCO) 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. 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 Building Code. 9 Ni/ VV/ VV J. LW ai. r: ••a•. v... ..... ••• �- ROOFLN& ASSEMBLY APPROVAL Catc Roofing Sub - Category: Roof Tile Adhesive Materials- Polyurethane 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Pilypro® Ali lbO N/A Foam.pro® RTFI000 N/A - ProPack® 3fl Sc 1 -00 -N /A 2.2 Typical Physical Properties: Test Density - ASTM D .1 22 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Trnnsnaission Dimensional Stability ASTM D 162.3 ASTM D 2127 ASTM E 96 ASTM D 2126 Potvfoam Products. Inc. ACCEPTANCE No.: 01- 0521,02 Test Specifications '• PA lei 1.6 tbs:/ft.' 18 PSI Parallel to rise 12 PSI:Perpendicular to rise 28•PS1 Parallel to rise 0.08 Lbs./Ft 3.1 Pcrm / inch Approval Date: June 14, 2001 Expiration D:itc: May 10, 2006 1. SCOPE This approves Polypro® AI•i160 as manufactured by Polyfo:rm Products, Tue. as- described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, -as determined by applicable - building code, does not exceed the design pressure values obtained - by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 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 Product Descriptioq Two , component Remits -polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile ASsciubly having a current NOA which list uplift resistance values with the use orPolypro All T60 roof tile ;adhesive. +0.07% Volume Change (al -40° F. 2 weeks ; +6.O% Volume Chants n Hi uaidity, 2 weeks Franc Zutoaga, RRC Product Control Examiner Polyfoam Products, Tnc. Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for -tire rating. 3.2 - Polypro® A1{ 160 - shall'solclybeiuscd - with - fat, low, & high profiles. 33 .Minimuin.underlayments shall.be.in compliance .with. the Roofing Application S tandard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use ofiPolypro® AH160 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® .Ann o roof tile adhesive with their tile asiemblits sixal test in accordance with PA 101 and with section 10.4 as modified herein. !' - F' — z 4_ INSTALLATION 4.1 Polypro® Aitl 60 may be used with any roof tile assembly leaving a current NOA that lists uplift resistance values with the use of Polypro® AH 160. 4.2 Polypro® Air 1.60 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH 160 shall provide sufficient attachment resistance, expressed as an uplift system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile .adhesive and its components shall be installed in - accordance with Roofing Application Standard RAS 120, and Polyfoan Products, Inc. Polypro® AH160 Operating instruction and Maintenance Booklet. 4.4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoamn 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 -1.15 {A) : 1.0 {8). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per .tile as determined at calibration. No other settings shall be approved, 4.6 Polypro® AI1160 shall be applied with Foarnpro RTF1000 or ProPack' 30 & 100 dispensing equipment only. 4.7 Polypro® A11160 shall not be exposed permanently to sunk 3 MS ACCEPTANCE No.: 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc, 4 • • ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshiy.appiied adhesive. Tile .must be set within 2 to 3 minutes after Polypro® AH 16O has been dispensed. 4.9 Polypro® AH160 placement and minimum pasty weight shall be in accordance with the 'Placement Details' herein. Each generic tilt profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic l"ile Profile TilePratile Flat, Low, Hi di Profiles High Profile (2 Picce Barrel) - Flat, tow, - Profiles Plat, Low, High Profiles Placement Detail X11 #1 #2 #3 Sii g1e Paddy Weight Min. (grans) 35 17 /side on cap and 34 /pan 24 Two Faddy Weight per paddy Min. (grate) N/A WA N/A 8 5. LABELING All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT - QUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Trunk Zuloaga, RRC Product Control Examiner • Polvfoam Products, Inc. ACCEPTANCE No.: 0 t- 0521.02 ADHESIVE ?LACEMENT DETAIL 1 SINGLE P TTY 5 qMae amok ;abash*badiavafTrob 4 h(1kr Mush ladled la co w isith au pan W .ev Pug Wtlmdene linrcovers lel h4FranabWr rtrorarda. The. Instill Ow m.. Nei llooapA pink woad 1 Its■Jordea al the ova eaunewre Mai W Poon1 mune al Dn &r. Eons can end oI Mks ain fen donne fmoAU*rang TNnphde feklia DpdauI fink* Matti' OR 1011IUNNI Frank Zuloaga, RRtC Product Control Examiner fPlp 3r Polyfoam Products, Inc. Nail through plastic cement 6 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY A CCCPTA NC1 No.: 01- 0521.02 Faulk Zuloaga, RRC Product Control Examiner Po#y Pmthicts, Im. Nall through plastic cement Single paddy undortlle Sngle paddy . on top of the Paddy botw.on the) Psddf lundertile) Nail through plastic cement Undedayment ShiSie paddy en tap of the Single paddy between tile Eave Closure ADnE.SWE PLACEMENT DETAIL 3 DOUBLE PATTY .••A. •• ............ . 7 ACCEPTANCE No.: °01- 0521.02 Single paddy under ill. Single paddy between We 2 la. i I IA. medium elze paddy owe course only Frank Zuloaga, R:ItC Product Controi ExamiTtcr fascia Weephote £aw closure Drip edge 02/04/v3 1U11.1 ti: cv TAA 04ft u, v +v Polyfoan Products, Inc. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted docun:ems, including text- supporting data, isgisteering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with die manufacturer's name, city, state, and the following statement: "Miami -Dade Cousuy Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change: in the South Florida Building Code affecting the evaluation of this product and tare product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance - holder -has -not .complied -with .all the - requirements of this - acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the requir d documentation .initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in tlx: materials, use, and/or manufacture of theJ 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. 5. Any- of.thc following shall also be,grounds for removal of this Acceptance: a. Unsatisfactory performance alibis product .or rocas. • - b. :Misuse of this .Acceptance as an endorsement of any product, for 'sales, advertising or any other purposes. 6. me Notice-of Acceptance - ntrn ;bcr preceded by the words .Miami-Dade County, .Florida, and .followed by -the - expiration -datc may .he displayed in advertising literature. if any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 2. A copy of this Acceptance as well as approved drawings and other documents, where it applits, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at •thc job site at all time. The engineer -need not - reseal the copies. R. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Noticc of Acceptance consists of pages l through 8. ' END OF THIS ACCEPTANCE l ACCEPTANCE No. : 01- 0521.02 Frank Zuloaga, RRC Product Control Examiner 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. Owner's Name and Address d` Registered Architect and /or Engineer MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Name and address of licensed contractor Lj__ f o ! Location and legal description of lot to be built on: Lot Block Subdivision 1V ilk' _ Street and Number where work is to be done. ._ ___.AA { - - -i. r State work be done and purpose of building (by floors) ., 6 AP D7 r , / Date Remarks (Signed)._ -a=. No._. Street____A '' . 5 '7" and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of founds ion Roof Covering__ Estimated Total cost of improvements $ Amount of Permit $ 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 pennit does hereby certify that he understands and accepts h'_s obligations as an employer of labor under the Florida Workmen'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 him 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 permit, as are licensed by Miami Shores Village. f STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, 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 sited are ty�i Read, Sworn to and Subscribed before me. Permit No e. Disapproved Date f Notary Public, State of Florida il ( Signed)` (( ` Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member 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. UILDING :LECTRICAL - LUMBING :OOFING )wner in of uilding ; / ding *`,•'��`, '� //` 0 DATF. y { 2 : 195. El PERMIT N° 3364 Contractors ❑ — - License No 1 e CONTRACTOR OR BUIthER MIAMI SHORES VILLAGE, FLORIDA rchitect :ontractor r Builder egal Lot -.ascription ddress of uilding Work to be performed under this Permit Bl. z .t ry Subdi- vision Value of Amount of C Project $ �`" � I Permit $ 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 =refor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, awings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ne if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is anted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the' ordinances and regulations -rtaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work ne by his agents, servants or employees. Signed. BY / 1/°4 INSPECTOR 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 rtaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- =ptinq this permit I assume responsjbility r att work done by either, myself, my agent, servant or employee. BY AUTHORITY • gyp BUILDING ❑ ' ELECTRICAL ❑ DATE 1954 PLUMBING ❑ PERMIT N? 8604 Contractor s License No ROOFING ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Description. Address of Building Lot CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA Bl. Subdi- vision Sq. Ft Value of Project $ e, Amt. of Permit $ This permit is granted to the contractor or builder named above to construct 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 understanding 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. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledg of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that hw ssumes responsibility for work done by his agents, servants or employees. Signed • ` BY INSPECTOR ` In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances a % ttegulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores 'Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Street and Number where work is to be done State work to be done and purpose of building (by floors) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT 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 No el Street Registered Architect and /or Engineer Name and address of licensed contractor ' ~ Location and legal description of lot to be built on: Lot Block Subdivision and for no other purpose. New Building Remodeling Addition Repairs No. of Stones To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ 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 pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen'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 him 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 world to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed) . • 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 to me well known, 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. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member 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. Ate1 /40o( 4VA //6 / e5 /57 A/Gl/ /8 Si 1 / wool sifha k el e De ?lad /s v1oT 404ders • kJ/2 ter- e does 7`4is co-:4611i f c cc'ur ? G€J /7,e A14. exlS7 roof c9-7/e E.x7s1 C /o rrala ,�e p, 1 7 - 5hoc.) an 5l Ie 1lc kl . 'k S'h o v�rkt p a Roof i% ,•n ° irt5 t is c.-5144 r4 c / s h ws 4 Lc " 5P6t C j n9 Irus s e.. SA-0 6e .2- I °' 6 - / C.Dx 3, 7 rq, ic/Gi / / / /oS Wile re rt e mac/ re ®S e X I 3/ roof ever e FLA. Fo V 27oov' «ie!o 544.ch h 7"r7 e74 Pa-o t5 (.4..c. , - °apc ;nE4,57 1l vte Tra rC b /ock_ e--c,nc 1.n; h of . t 'au) J 4 6 beck SA. s 3/4-4 -- 511-0-t-17 (/2 7�9�' Need / $h? 1? n4ep 7 6 / /ou. a b/e 43Qa r� r Vai- .e )