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118 NE 102 StMIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat ' Time .`^ Type Insp'n co p -\0)-- 1 l.J2 Permit No. ? P 700 - It_o v Name � l 0 Address l g F S Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Name & Date MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 913 Time Type Insp'n / ? �� I__Q Permit No. P Z ©uJ 1 a c o Name lan c U Address 1 E `02- s4 Company (CCILOCite. - Phone # For Inspector: q I 4 Name & Date Approved 0‘.5' X Correction ❑ Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE BUILDING 'DEPARTMENT 305- 795 -2204 Building Inspection Request Date /^Q r Time �(� 62a Type Insp' n n n 1 Permit No. /3 � p3- J2 �' Name `l.1 JO Address I I g I VLS1 Company r let , Phone # For Inspector: Approved Correction Re- Insp'n Fee 15 Name & Date Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F)' Test Location Uplift Pull Test(p or F) 1 1, 26 27 1P P 51 52 76 77 2 Iaj 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81. 7 32 57 82 8 33 58 83 9 34 • 59 84 10 1= 35 60 85 11 4-4 ' 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 ..r-- 71 96 22 47 72 97 23 48 73 98 25 , 25 49 74 50 75 100 0 Owner's Name: Job Address Roofing Contractor: Type of Tile: Approximate Roof Height: - -)feet Type of Access to Roof: Scaffolds Approximate Square Footage of Roof 2,30 0 ft2 Required Tests g Force: 35 lbs. Testing Equipment Chatillion100 Date Tested. I - ° THIS ■ UBMITTED Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 c3 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL PA 106 SITE SPECIFIC INFORMATION 11 6 lJ icz5- t o -At eA �- t1 P.EZI" ¢ / 5-5-- Ladder TEST RESULTS P = PASS, F = FAIL N2 4501 Perms # 1 e 2_c 210 Date Installed e Roof Pitch: 3 4 2 Other IN A:. CO'RDANCE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTR EST, NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FiRST INSPECTION PERMIT NO. TAX FOLIO NO. 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: Z 2. Description of improvement R e —r0 3. Owner(s) name and address: F 7)/2a .94/27 , ` �'�,gn/�/ , �g-"V7 //Y 't /01 - 7,*2 sd 5 "64. 33/A1 Interest in property: Dwittex ture of Owner Print Owner's Name Sworn to and subs Name and address of fee simple titleholder. 4. Contract 's name and address: 33 15 9 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 himseff, Owners designates the following person(s) to receive a copy of the Uenor'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 dlffe : • specified) otary Public 1 `� _` Print Notary's Name j / -' ' Itta y commission expires: c' 123.01.52 PAGE 4 d02 1,� �/ aY „ , � # D�2 ? 00 z: P ` :4,, : Comm es 1/1 13., 2 ..:41:•..--1. 4 ;. = EX goon di , , lgc. ;fit of �•° ' ptl tic S° • Mnhel Var Commission #DD23198 Expires: Jul 13, 2007 11C. • 1 III11 11 CFICI 208_I3R0`T 19768 OR Bk 215CI8 F'g 1163; (1pg) RECORDED 08/08/20003 12:16 :31 HARVEY RUVINe CLERK OF COURT MIAMI--DADE COUNTY? FLORIDA LAST PAGE raw ate' ' 0• ' nX D rv1'a.mt Prepared by PWi wa(eG Add s : Q tom- • 9O t1 I IO ►x(11_,, 133 t32 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a true co y of the original filed in this office on day of U 1 1 , AD 20 O � ; VITNESS my hand and Official Seal. I ' RVEY RUVIN, CLERK., of Circuit and County Courts CONTRACTOR Name () ki a.W xt.ek License No. n I \ 5 q � " V Address M i M - 1 ` PL 9,0.60 X 1 G305I 33 53 Telephone 3 p 5 ' p 01 91 Fax Qualifier Name Prat / 1 t< PROPERTY OWNER Name Di90 A9/l/ J'A✓/I4i6 24 10 O Address T 1��3 N� /02 S 41 X-�fr77f Sh# zr- . 3a/c3 Home Telephone ?d S,�S_ /_ 675 Business Telephone r 79 -- 73S73 Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Address ED jil\ co 7 ?jig Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. $ubmit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Apt. Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. B P ZD — 1 1 7) City State Zip description of Work 'fear ct-e-P 6)66+1 Ins T f le r ; replace i4c&rrew Monierronc, co Inr-li\rott8H ro1I-h le 5 yS�'P►r►. Zoning Linear Feet Square Feet . 100 Units Floors alue of Work 4 000 Bldg Value Pax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT APPLICATION ENGINEER Name License No. Address Telephone Fax Page 2 1NIPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. SEAL: Owner 2Pey)/70 l 9'V/ , Print Name Sworn to and sub: before me this Signature of No Personally known - State of Flori ,,,,,, r+ . bet V al _ mmission #DD2 1984 Expires: Jul 13, 2007 Bonded Thru Atlantic Rnndinit Co.. l OR, Produced Identification STA F , COUN Y F MIAMI - DADE Signatur of Contracto / Qualifier Feces( MU I e- Print Name Swo to an', subscribed before me this ` day of gas Commi. ' on #D i I984 SEAL: ; , Expires: t , 2007 ?' Bonded Thru 'i, ',Vos Atlantic Bonding Co., Inc. Personally known Type of Identification Produced) Type of Identification Produce PERMIT APPLICATION OR, Produced Identification ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer Q'I'V. TYPE Outlet, Appliance QTY. I PE Service Repair QT\. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent - Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New N. 1ECHANICAL TYPI'. Minimum Fee QTY. TYPE Condensate Drain QTV. TYPE Generator QTY. TYPE. Refrigeration, Tons QTY. A/C Central, Tons Q'I'Y. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLU1s1131NG TYPE A/C Condensate ()Ty. 'F 'PE Drains, Roof QTY. TYI'I: Miscellaneous Fixture ()'I'Y. TYI'I: Soakage Pit Q'I'Y. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY (1It CKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) LI CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PER11I'I' FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) O IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ t59,0 $ A :60 $ td . S o ( x .6 x/1000 ) (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) $ r �'•�' SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE AUG -8 003 PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ t 99 ° Ice • ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A Master Permit No. Contractor's Name Job Address 11 $ YE. E. General Information Process No. v at aleK • ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel /Shingles r�O�ar /Adheiv�a� Shingles ❑ Wood Shingles /Shakes_ ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 6'.(R _ e Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORIV ATION Low Slope Roof Area (SF) Steep Sloped Roof Area SF � ) Total (SF) 100 a ► oo Section B (Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains scuppers and overflow drains. Include dimensions of sections acid levels clearly identify dimensions of elevated pressure zones of peers, overflow and location f parapet •`fit:;. Florida Building Code Edition 2002 Hi. h Veloci Hurricane Zone Uniform Permit Ap.lication Form. Section C Low SIo Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer. NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pma'2•_ Prnex . • Max. Design Pressure, From the Specific NOA System: Deck: Type: Gaugerrhickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer: 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: ;7 : ;hec!(s) . 4 of P!y(1). Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener / Bonding Material: Surfacing: ed Roof S stem Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc @ Lap, # Rows @ 'oc Perimeter: " oc © Lap, # Rows ;_ @ ' oc Corner: • oc @ Lap, # Rows @ • oc Number of Fasteners Per Insulation Board Field Perimeter Corner Illustrate Components Noted and Details a Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Copes, Etc. • Indicate: Mean Roof Height, Parapet Height, Height .of Base Flashing, Component Material, MaterialL Thickness, Fastener Type, Fastener Spacing' or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. A FTC FT. Parapet Heiaht Mean Height Roof System Manufacturer: Mori it Notice of Acceptance Number: QL lI0B ► O5 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: "L 11l P2: 10 P3: POI Maximum Design Pressure / I i (From the NOA Specific System): i D Method of tile attachment: Po )y FL''t i'I,G-S U � 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 Deck Type: I ype Underlayment: nsulation. Ridge Ventilation? Fire Barrier. Mean Roof Height: f t X30 Nl OA astener Type & Spacing: dhesive Type: pe Cap Sheet: oof Covering: Type & Size Drip dge: 1 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 and Identify Manufacturer (If a component is not used, Identify as "NA ") System Manufacturer. NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max Design Pressure, From the Specific NOA System: Dedc Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: Insulation Base Layer. Base Insulation Size and Thidmess: 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): Base Sheet Fastener /Bonding Material: Ply Sheet(s).& No. of PIy(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/ Bonding Material: Surfadng: Fastener Spacing for Anchor /Base Sheet Attachment Field: " oc © Lap, # Rows © " oc Perimeter. " oc © Lap, # Rows _ (4) " oc Comer. " oc @ Lap, # Rows (a3 ' oc Number of Fasteners Per Insulation Board Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. FT. 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 engineaing analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier 3, NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated Mmimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated AverageTile W 1 . W NOA T e su.•,:,•,.: 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 — Roof Slope 15' 20' 25' 30' 40' 1 2:2 34.4 38.5 382 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 304 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 24A 25.9 27.1 282 30.0 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 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. Me (P.: 4 "1 (P2: 10 (P3: 1 h1 t Based Tile Cale i ens Per RAS 127" g b t b i — Mg:��! °11�t a NOAM — Mg• 17 u L = •� NO 1111 1616 — Mg: 12130= 11� � � NOA mf 'nib( Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA 1V)1 *Must be used in conjunction with a list of moment based file 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 z1: = z w:= ) — W: z' cos 9: = F NOA F' (P2: z1: = z w:= ) —W: cos 0: = F NOA F' (P3: z l: = z w: = ) - W: z cos 9: = F NOA F' 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. L 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). PL 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with conunon roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Q L- 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. P L 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a 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. �i 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owne s/Agent's Signature CMOCI :11C•14q0LOCAI34■TenotSCCTION IS:ibe I- / Date Contractor's Signature - I `" - �•wv Gil. £; f • MIA MFD BI IILD, NG CODE CON PLIANCE OFFICE (BCC()) P1cODC CT CONTROL 'MViSION NOTICE OF ACCEPTANCE (NOA) Monier Lifctile, LL(: 1.35 NW 20 Street Boca Raton, FL 33431 14130:111j • MIAMI -DADE COUNTY. METRO -DADE FLAMER I40 WEST FLACLER STREET.! MIAMi, FLORIDA 3 31,10%, 1563 (305) 375 -2901 FAX (3(5) 37S -j908 • SCOPa:. 7 his NOA is being issued under the applicable rules and regulations governing the use of construction rlaterials. 1 he 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 Vic Authority Havint. Jurisdiction (AHJ). 1 his /.:CIA shall not he valid after the expiration date stated below. The Miami -Dade County Product Cmtrol i iivision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to leave tiis product or material tested for quality assurance purposes. If this product or material fails to pi rform in he nc manner, thc manufacturer will incur the expense of such testing and the AHJ may imrncdi itely revok':, modify, or siispered the use of such product or material within their jurisdiction. BORA reservr s the right to rev•)ke this acceptance, if it is determined by Miami -Dade County Product Control Division tha; this product or •natcr.al fails to meet the requirements of thc applicable building code. phis ;iroduct is approved as described herein, and has bccn designed to comply with the High Vcl reify I::::ricnne: 'one of thc Florida Building Codc. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LAI:ELINC: EacI unit shall bear a permanent label with thc manufacturer's name or logo, city, ;tate and following statemen:: "Miami -Dade County Product Control Approved ", unless otherwise noted he,rcin RE7s;EWAL of thi ; NOA shall be considered after a renewal application has been fled and then, has bccn no chan ;c in the applicable building code negatively affecting the performance of this product. TEEMINATION of this NOA will occur after the expiration date or if there has been a revisior or c large in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement r f any product, for sales, :idvert:sing or any other purposes shall automatically terminate this NOA. Fail are t t comply with any section o: this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida and foi:owed by the xpiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. I`!.I'FCTION: A cony of this entire NOA shall be provided to the user by the manufacturer or its d s:-iSL.:tors and shall be available for inspection at the job site at the request of the Building Ofticia: Thi : NOA consist; of pages 1 through 7. Thy submitted doe umentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1205.05 Expiration Datc: 12/16/07 Approval Datc: 81/,VJ03 1 age 1 of 7 cr u.,/ cuua 07: [4.,n,;0'6/4 R( )OFING ASSEMBLY APPROVAL. Category: Roofing Sub-Category: Material: L PRODUCT DESCRIPTION Manufactured by Applicant M mier Lifetilc I.LC V. !la & Roll M rnicr Lifcitilc LLC C: pri Tile T im Pieces 2 1 SUBMITTED EVIDENCE: Test Agency 1 edland Technologies i..cdland Tcchnologics 1..edland Tcchn logics ' Center for Appli :d inginccring, Ir c. • :hc Center for .Aoplted ng, lr e. .p« Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Ti c, as manufactured Monicr Lifetilc LLC and described in Section 2 of this Notice of AccepGmce. For locations v'herc the pressure requirements, as determined by applicable Building Code dots not exceed the design pressure values obtained by calculations in compliance with RAS 12:' using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Test Dimensions S ccifi 1 =16%:" w= 13" :" thick L= 17" W= 12 3 / * " A" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix if PO402 94 -0609 94 -084 ABC H130 TILE Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Sct) Product Description PA 112 Low profile, interlocking, high pressure extruded concrete roof tile equipped wi:h one nail hole: and double roll ribs. For direc t deck or battened nail -on, mortar or adhesive set applications. PA 112 Low profile, interlocking, high pressure: extruded concrete roof tilt equipped w'th one nail hole and double roll ribs. For dircr:t deck or battened nail -on. mortar or adht sivc sct applications PA 112 Accessory trim, concrete roof pieces fcr use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile Da tc Dec. 1991 Dec. 199; ;,cpt. 1993 March, 1994 May 1994 NOA No.: 02 - 1205.05 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2of7 S, • Test Agcny Reetland Technologies Re iland Technologies Professional Service !nc?ustrics, Inc. Tht; Center for Applied Engineering, Inc. Tth Center for Applied Er ginecring, Inc The Center for Applied Erginecring, Inc TI :c Center for A pplicd Ei :ginccring, Inc T:ic Center for Applied E:igineering, Inc. The Center for applied E iginccring. Inc . 1 he Center for Applied E rgineering, Ini:. C clotcx Corporition esting Se vices '.talker Engineering, Inc. Walker Enginc':ring, Inc. Walker Enginc':ring, Inc. Walker Engineering. Inc. y5 i1 #9,, 0 ,: - ..4 -•:;: _:... _ _-.a.:W �: h •" ABC H138 —TILE Test Identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test #MDC -76T 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations •.Valkcr Engine ring, Inc. Evaluation Calculations Valker Engine_ ring, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations Test Name/Report Wind Tunnel Testing PA 108 (Mortar Set) I Wind Tunnel Testing PA 108 (NaitOn) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)1J Static Uplift Testing PA 102 (4" Hcadlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Rccovcr/Reroof) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Dcck) Static Uplift Testing PA 102 2 Quik-Drivc Screws. flattens) Static Uplift Testing PA 102 (1 Quik-Drivc Screw, Dircct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 2S -7183 25 -7094 ( 25 -7496 25 -7584 25- 780.1b -8 25- 7804 -4 & 5 25- 7843 -6 Aerodynamic Multipliers Evaluation Calculations Two Patty Adhesive Set System Date July 19)4 Aug. 1594 Sept. 1!94 Oct. 1S94 Oa. 1! 94 O.:t. 1'194 Oct. 1 )94 F:b. 1 995 Feb. 995 M arch, 1995 :yep. i 998 J)cc. 1998 N arcI- 1999 Marc t 1995 Fe xua. y 1996 ‘1pni 1996 Jecc tuber U96 Apri 1999 Apr i 1999 NOA No.: 01- 1205.05 Expiration Date 12/16/01 Approval Date: 01/02/03 P age 3 of 7 • F s ' w� _. - __ - -_ �- _ -.�� . ��.. : :i�fM - • •I. 1 1! I •v kuiPitalle C7L�CJJ/ LfJUJ . U7. LY �a��'ai4�cfy 3. LIMVIITATIONS ,Monier Lifetile Villa and Roll Tile vlonier Lifetile :.apri Tile Tile 3 ":12" Profile Monier Lifetile Battens Direct Villa. Roll, and Deck =apri Tile j 5.57 6.30 5.48 Tile Profile 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive sct the applications, a static field uplift test shalt be perfornycd in accordance with RAS 106. 3.3 Appl .cant shall retain the services of a Miami -Dade County Certified Laboratory to perform quart:rly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Mini num undcrlayrncnt shall bc in compliance with the applicable Roofing Auplications Standards listed section 4.1 herein. 3.5 30/911 hot mopped undcrlayment applications may bc installed perpendicular to the root slope unless stated otherwise by the underlayment material manufacturers published Iite,aturi:. 3.6 This acceptance is for wood deck applications. Minimum deck requirements ::hall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components stall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAF. 120. 4.2 Datz For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (IV) 9.1 9.51 Length - 1 (ft) 1.33 1 42 Table 2: Aerodynamic Multipliers - ft'1 f4 Tile (ft f ) Profile Batten Application Direct Deck Apalicatio Monier Lifetile Villa, Roll and Capri Tile 0.2.67 0.289 Table 3: Restoring Moments due to Gravity- M (ft-Ibf) 4 ":12" 5 ":12" 6 ":12" Width -w :ft) 1.08 1.03 7 ":12" or ___c Battens Oirect Battens f Direct Battens Direct Battens Direct Deck 1 Deck Deck Deck 6.18 5.37 ( 6 05 1 5.24 5.90 f 5.0 ) 5.73 NOA No.: 0 :- 1205.05 Expiration Date: 12/16/07 Approval Date 01/02/03 Page 4of7 .., Meier Lifetile Villa, Roll. and Ca.3ri Tile _ *; -10d Ring Shank Nails' I 43.0 j 67.5 j 50 1 Installation w th a 4 tile headlap and Easterners are located a min. of 2W from head of tile. Tile Profile VJi Ly • JJYY Sl 4 too � Table? 4: Attachment Resistance Expressed as a Moment - M (ft-Ibt) for Nail -On Systems 2 -10d Ring Shank Nails 1.10d Smooth or Screw Shank Nail 2.10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw 3hank Nail (Field Clipj 1 -10d Smooth or Screw 'ihank Nail (Eave Clip) 2 Smooth or Screw ;;hank Nails Field Cli -10d Smooth or Screw `hank Nails (Eave Cli Direct Deck (min 15132" plywood) 27.8 8.8 16.4 25.8 47.1 24.3 19.0 35.5 31.9 Direct Deck (min. 19/32" plywood) 37.4 11.8 21.9 25.8 47.1 24.3 19.0 35.5 31.9 Fastener Type T2 ble 5: Attachment Resistance Expressed as a Moment M, (ft - Ibf) for Two Patty Adhesive Set Systems i ile Profile Tile Application t..tonier Lifetile `,'ilia. Roll. and Adhesive f :apri Tile r See manufa :tures component approval for installation requirements. Flexible Pro Suds Company TileBond Average weight per patty 11.4 grams. C Poyfoam P•oduct• !„c. Average weight per patty 8 grams. Minimum Attach rent Resistance 26.1 r Ta 3Ie 5A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Minimum Attachment Tile Profile Resistance Monier Lifetile Villa, Roll, Polyfoam PolyPro'' 86 - r and Caori Tile Polyfoam PolyPro _1 ! ___ 45.1 _ ___, 4 Large pack y placement of 54grams of PolyPro °' - --1 5 Medium e a ddy placement of 24grams of PolyPro "A. YOA No.: C2- 1205.05 Expiration Date: 12116/07 Approval Date: 01/02/03 1 'age 5 of 7 28.8 4.1 7.1 22.9 49.1 242 22.1 34.E 32.: 4 *_ , • Tie Prc'file Mo nier Lifetile V Ha. Roll. and C.fpri Tile Table 5B: Attachment Resistance Expressed as for Mortar Set S tems Tile A. • lication Mortar Set 5. LABELING All til_s shall bear the imprint or identifiable marking of the manufacturer's name • r lop, or folio%ing statement: "Miami -Dade County Product Control Approved ". 6 BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the followir g: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable bintlditig code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MONIER LIFETILE VILLA CONCRETE ROOF TILE a Moment - M, (ft-Ibf) • Attachment Resistance 20.60 NOA No.; 02 - 1::05.05 Expiration Date: 12/16/07 Approval Date: 01 Page 6 of 7 %t..• Vim• LVVJ GJ ; F�ygyly4a MONIER LIFETILE ROLL CONCRETE ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.05 Expiration Date: ; 2/16/07 Approval Dote: Ir1/02/O3 Pa :e 7 of 7 V30 5 305 r196-.2 C• 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. D5 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. D 5 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). DS 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. pS 4 . Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. IA 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of 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. 1 ) 0 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. DS 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature C:IDOCW I E- IkmpALOCALS- 11TermASECTIO.`7 I524.doc / / Date Contractor's Signature • ..:a1• rlb.. ,re 1042 • M IA POLYFDAY PRODLIC7s. I RC MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLACLER BUILDING ourLOINC COD[ coNtrLtAnCE OFFIC PRA CT 1V MI ZTRO -DAUC FL OLEIC in/II -DING N -� � t in VeLFI'•rt,I:r,k tet-r.NUITE Icu1 I'ulyrunm Products, Inc. PTAY (` MIAM1, t l c )) 7.4U0 S rin (Jus))73.1901 p >: Stucbnt:r !lo r - , �\ t �n s» >s.,w 13G) ,6 Sprin};,TX 77383 -1132 �( ►mxtrroxi.tc.t:vvtncxl:. ( w) 3 rAx )A5 Cl1rJi t J )71. =�It Cr)v'rTNrrOk LsrnItCtAl1crrr nIVimari r 8 oft a r'u.lr application for Notice of ow) )7S.r)eQFANt)us)37s • lw• l'�„t, Component 1'olyurcrhenc Fn: � o! h ROOUcl"COr l u lv (3u3 )'S.:vC: F&\ ()!IS) )7 r lION .! '�: =r Chapter Code �`))' Constrtr pte ;.ncl complete, of Miami -Dade County governing .y described herein, has o the use of Alternate C o etio ns i co Ie e i described , s been recommended for acceptar. c by eCM d T P• ..c Office (DCCO Types of under the conditions specified herein. 'InrttJ- D,t(1e This '0 �'�1 shall no: be valid after ;he expiration ratio :' � N' or materiel of any tl time fro a disc stated belo v :o l'ICt or material fails to me o bsitc 8CC0 reserves Cie right t scc!I :his . or manufacturer's plant for -se of s ;I"t perform in the approved manner, g revoke, control tes s u g. product cr material immediately. BCCO may rev if this e of s cd by l3 product that y• f CCO reserves the right to revoke modify, or suspend L,,. r:ri d by this product or material fails to meet the re quirements- ^ oi:e this approval, if it is is of the South Florida I Q 0t such L:sting wiil he incurred by AccEPTA CF. NO.: 014521 02 FXPtitcs : 05/1 . l'I Y F.D: n • 7yr• Raul Rodriguez Chief Prcduct Centro! Division iYlnn FOR srFCIt~ Y ) VI:126_1, i11i5 L IItf: COVFtlsrtr•.rT SF nut! nitit. Cn LQr'q�t NS '�--- r'rt 'CT REV �.._t Approval 11 s bken r ^`•d` r,D product r P C ce, Committee reviewed 7i ' d ; to be used in Miami approved the by the Building Y. 'orida under the condit sit I'rancisco 1. Quitltnn3, R.A. Director \'liq,ll -Dade County fluiidint: Code Compliance Offieu ' 14.)4 S0001Vt:0 001ttemp,Its+lnouce )(c.pa►(v Internet mil it Y Pot-.4°' pottmotrer (i,put ldrrtaeoJcantinc. cotn rrolttcpa,<t:: nupa,w %! ' ba tWlnpOJoonllncconl .._._.._ .:QOM 717 A - ddflS CE • 14 002 OT/ 3/01 NOV 13 :08 FAI 834 378 1047 m ucts ROOFING ASSCslaLy APPROVAL, �tt �tn,r_: tie -C�l n RoolInt: Rciur"1'i1e Adhesive APrsruvnl pnle:.fu 1 Nall 1 1'olyut:at.nc t;xftirntiun D.i k. tHs n 100[ I. SC Opr. r•'�ts q yn approves � f'ul`rJ cl�scri pp ! in Section ol 1 116u as tltsnttlacturcd b 2 of �,o;;cc oCAccc by l'ulyfi Prod pressure l i n ot1;s os t No:ice by s s. h e ,, Inc. e e design a r c t;ir menu obtain i Acceptanc For in location w dei ► Y iPplicablc building bete the design de ig Standard pressure 12 by calculations in eont t i n ce with flocs not Appl Poly - 127. for use wit1: approved 1'. p exceed the l p' rd A 1� I G0. Where the low, and high profile roof tiles system cation for sin the nrach,nent ca; are done as a t;� p; cty PI ^c:mer.t, :s:,c' us in t,r I; . � ctrt usinK P ►t based system for double potty s nt based system ystcms 2. PRODUCT DESCRIPTION' nufnetured by A ttr l ic:tn t n °lypro0 /1AH 1 GO n N/ ci��n� A I'o1mprot R71'1000 nrcl'nel.A 3C .i::CO Z• 1 Component „ .1 M,i; tnl- products manufactured by rtthcrc: � 4 : 'd�Cocntvf' r A- ti: h list i - a Co t: y ` oduct Cor.lro; Accepted Roof cs with the us r rill Assembly 0 rv; ftile 3,14-sire. ra nt `pA ofp o Arltroro,,rtil� z " T)pieal Physical Properties: sr crl Det:Sity ci Compressive ASTLt 0 (622 Slre:tStrength AST �•I 1) 1621 I.G Ibs /ft.' 12ec c 8 PSI Parallel to rise :c S!rc!t Teitsi µ' s ; Al:s,r AST. 12 PSI P erpendicular to r' 0 1623 28 I �'1ot pt;ca ASTM 0 21_7 PS Par to rise s t rc Vapor x.08 t_SsJrt_ T A.T�t E 7r, +s•ntssirn 3.1 Perm / • ' Lich Dint u,si�,,,� AST IJ 2'26 Stability •7.07y, Voweeks lum Cha.t ) •,tcc - N/^ `/A LsGt:Es I a5 •0N ?!y j POLVFOAR PRODt't:TS , I NC . Test S , ccificntfnn s Product PA 101 psisLiesisz, Two Gomraoncnt Pcryurcthinc Disp:ns;ng [Suipmeat 13:ipcosivg r'41:ipntcit Vo:outt.: Chan n c 11 ::n 2 >vcvk,. ACCEPTANCE No. : 01-1ta i1.LiCt 711 ''dd; c Frank 7..4tl0aS1 ltR.0 Product Control EWntiner . 07 /s3'Q1 WON 13:09 FAX 934 37e 1042 • ,. 4 Polrfoam Pradfrrfr •_ nc. • • 3 POLYFOAy PRODUCTS, INC. iaicm 2E. ACCEPTANCE ,Io.: oI- 021.0, Note: Tlfc phy3 properties listed nbovc me p r ncceptcd ASTM 1est methods and ure subject to Hormel nurnufaclurint yartalion 3. LIMITATIONS 3.1 Circ ctassifca. :on is nc: part e!'th :s acceptance. Refer . Assembl f fire mine; to ,h_ Pre Roof Tilt 3.2 1'olypro8 3.3 AN 163 shall so'cly be used with nat. iow, R h: t:;c im underlayments shall be in compliance with the Roo r. App lis Standard RAS 120. Minirm Appa:;on 3.4 Roof T ;lc manufactures acquiring acceptance for the use of Po! ^ro® Ai•! l` :e adhesive with their the assemblies shall t accordanc wi t yt h PA 101. 60 roof 3.5 Roof Tile mant,factures acquiring acceptance for to paddy two with of Polypro2 AI roof the adhesive with their til: or a:cordarcc warn PA 10! a::d with section 10.4 as modifrrd here : 'n. shall ;cs: in II: I_ ,; r MS 4. (\'STALL ATION 4.1 Potyp:o1i) AH i,n may be used with any roof tile lists uc!i'1: resist;.nce values with the use of Polyp ot2 assembly 160 r- 4.2 I'olypro0 A}{ 1 5 } s ! , a l l be applied in c o m p l i a n c e e a currcnt'�OA that section and t!'c cor espo„d :t ,, Placement Details with n The ri APp ' 'Y� cs:yc The roof tile asscn. s adh a;t c :,r-.cr,t with the use of p th s::ll;c:cn: a : :a -!: _:. olypro® A11 150 shall provide m t• res�stancc, expressed as an uph the uplift resistance determined in compi ;,ante with Miami-Dad s ' to meet` r exceed Application Standards RAS 127. ,� County Rae :tnt� file Application assembly NOA The adhesive attachment data is noted in t::e roof 4 . 3 ?clypro� Al-1160 - cor tilt adhesive and its co;npor.en :s sha:! sr ;nstailcd in accordance w;t;t Rco ; ;ng Application Standard ZAS 120, and ?o ; ar:t Preaucts. Inc. Polyprc€ AH :60 Opera:ins Instruction and Maintenance Docic! :. 4•4 Instalration must be by a factory Tra:r.ed ' tf e �� by Pe:yfoari Prodt.cts. Inc. Polyl'oam Prcductsc s allisu P•- t nr• approved and licensed Y a list of approved pap ::citors to the a :rtherity having Jurisdiction. 4.5 Ca;i!;, 1:i pr, dispensing cf = oa :r:e ^•tproV dis a'y , ;dl:cs :ve. i:e mix ratio ';dt t gequrpn'cnt is require; b re apptic :lion of bc n i :rta: ca',;; ;wc ! 0 ..15 A A" component and :he '3" component shall 0.0' ?5 :c 0 I i .+ � ) : 1 0 (0)• The dispense ::n cr shall be set to shall be apprCvCd. pct..;,.s per tilt as dcler:7incd at ca;:l; z ;ion No outer settings 4.6 Polypro+$ ,1t•1 i CO shall bc a• ,; dispcnsi,:5 c •ipircn: p►� cd w ith Foa;npro R'i'f I CCO Or P ®30 & 100 rl�• r ' oi•Y 4 •'. I'olypro ®M r 160 sha :l trot Lc cxpOsed Pcrnt;rncntl to suni Fraru: Zuloaga. RAC Procuc: Control Examiner. 'C .� - ww rA4 954 tie 1042 Pot foam Product Inc. Two Priddy Weight per paddy Min. ru ms Flat. o r Ench Cencric Tile Profile Single Muddy Weight Min. (groans) 35 )/side on cap and 34 /., 2 4 N/A N/A Low, Eli Profiles ' Kull Profile (2 Pivee Barr Plat Low. Hi A Pro f Ics Flat., Low. Hilt Profiles #Z 5. LABELING #3 A11 Polyp; o4D Alf 160 c 8 onta,r.crs shn;l co C. BUILDING PERMIT RE r Y with the Standard Conditions listed h 6.1 As required �IRE�'iCNTS crcir; qui -ed by ;re Dui!din , proper.y evaluate the instalat or � syst Building .his system. Code in order to 8 Tiles ACCEPTANCE No.: 01- 021_07 must be adhered in ('reshl minutes a AN o l) P,o® AH 16 01tsS b ed idispcns 4.9 Polypro® been file must be set within 2 to 3 the 'Placcment placement and q�ittinlu SpcnSCd. noted herein. Derails' herein Each ge m potty TrTrask I: — Adhesive Placement 1• neric tile profile requires Clic spccilic placement Tilcl'rol;l Placeme Detail 6905Ec:9c Tm Xy.� 1< I 4 P OL} P0AX P'DODUCTS . I Nc . frank Zuloasa. RAC Product Control Examiner '. 4,11 t 't. 1• II� i r .1 1 ) ,4 0.1 0 4 /Writ c..W,: SOY 13:00 FAX $S4 57S 1042 Polvf0:1m .rode s ice: ( . - 1C0.18 1 1.110018 �1 �+A M\, 1 R. It ►.. .. , ,Mors • 1 iD, I kiwl n.; Put lass... !no C;1.1 L 9P 9S :9S CH Xdj c pOLYFOA* Pk oD CTS.INC. AC CEPTANCE 1 c : 0 ADI PLACEMENT bETAIL 1 SINGLE PATTY T. 'wh ewes welsh isms Roo shall v2 is\ 1 Vwni.a.,4NowON •rrrr Th b■atm Ur lit i .„ g- - - , , , ,N N ,, , ii , ,, ,iii ..,,,, & . . . . , :::, , ,,,, ,..,,.._>. . . . . . � ilOP WW twn wry + seam tam Iff MP I/44 IMMO NM MI 0 bin SW law 048 on Ina al 44 Ye. inosa nom k + 14 .*40,4 s Hamm +! O.+w h1 Fran,C Zulr -, RAC Product '- z.-J-31 Examiner - 0521.02 0„ assogli M Woos usrao/wA aux 13:10 FAX 934 S75 1042 1101119 . & 21 t roilsdi l lusz Na 2 ituctviA ples:Ic c &cm • MENT DETAIL 2 ADHESIVE PLACE SINGLE PATTY .ON )(lid 6 POLVF0All PRODUCTS.Ixe. AC CEPTANCE No. : 01-0521.02 :iax X. •xeS 2- Frank Z-sava, RitC Pr elduct Control Examiner .:' act)? a7oz .s."01 MON 13:10 FAX 154 Sze 1032 •- °• Product Inc. 1 Nae Ut.Oygt, pa 08 8117.8 Al O� ;n. T3 In. shat. psddr el. 1r.1 /r. t+y ^sat PO1-1•)OAM PRobttcTS, I Nc . ACCEPTANCE No. : 01 0521.02 A.011E51 Vt: PLACEMEN T DC DODULE PATTY DETAIL 2 .n l 3 in.t ,. R Slagle 9141y on u 10,13 ntenf �. Single nosy e� lop of Isle to vs dune 7 KI 7 k.Iseirm.n slot midi eat coins only VsII tnrev i piastI wish! 4 I Mai wimp mastic CITU11 11,1 4s4t w j■le As . o- undo lai r+gle seedy to. top of tilt Stroll ps107 under Y.e t 9OS6S : Ec 'Di WI 1.411 Ibet.sen d4J Pau (undo• If el 7 LcCM X� .'cars bar* ten tile EMI =Mgt /fit h e 7 l. medi isut Weft u• calms en1 Prank Zt1fol Product Cons o! � m .` nor.' Ail Slagle NMI under lMe S1e 11le ludd7 betrT►a fa 2 N.t711,.�� size Pti1y sift r.wris olU7 ‘11004 Fads Mtseithato ern :lusyr% Orle eye • .• 07/23,01 YON 13:10 FAX 254 376 1042 NOIY forint Fr ts POLYp0M1 PRODUCTS, INC. I ltc::c,. c i f this Acc;.ylarc- (approval) and the original t I i s Ac tC ) shall be considered d documents, tncludi,l alter renew:: otd�: than igina (K) car a rest -sta zazinn d _;"'r 1t:ts ls. ar n fi:Co ) )' s Pltorli,ty data, :•n -:�in� t:ct,�..lct,ts. t: no • 2 Amy and i ll be approved pr'n'tuts shad shad sla ;; c the rove vin + pertltanentl labeled , e statement' •, Mi uni- I�ade ' itlt t:. — �afzett:rcr's name, ei: ) . spc;ireaav slated in the County I rod,;; specific conditions of this Acceptance. s1-o1 Approval". pprovlr ". or as 3 . here %%als of Acceptance w :;1 not be considered if. a ' 'ar:b in Ch.: South Florida G the Building : cro. :,ct and �� product is not to cons $ Ca a�' _ s n lea the co "':� �''' evaluation of .1:1s uc! , c ;on,. compliance with e c)t1,t1 The prod . c i; o er the sync product ': Acceptance holder has P c (identical) as the o,•.! c : It.: a not com 1, �:•c_.Fv approved. tg the correct installition Of plied with the r.cI, J. �. The :nS:nCer ri'hG Cri' ia, �. prepared, the Product. '' •-= �s Of this at:repla,'.r.c, s:, :tc signed and scaled the d• :s no :eager practicing the en tc c- t�cumcn:st:cn t 3 . d. /�.;; r�vis'o� g„tccr�ng profession. tnntt -.. or change ,:: the mater.als, use, and/or manufacture u:: b: c]tac for t e ctu c- t I;ti::o,t of fe _ rc :.a c I :: (t ). b : e t1,c f',n of this Acceptance, unless pre,. *adt,et p r proces s .= c I; o, a revision aPPl;ea:lon with re : c) a d g r a n d hsta b t s b 51.2:1 a:so be grounds for rt: mo%'al 01 1114 Acccp!a • 1:1:sat s :actor)• performance Cf this product Cr process. misuse of rttprocess. 1 • • purposes. d, s /\c:crta.lce as an endorseme of any ` c is pans produc . F_ `-v ,1e ti c f rA C11: tie n bt: a ece by the words Miami-Da, th e inc:.s Cisp:a t: la y :! cisp :a)•ed in advert:$:tag literature. ` `:. :• Florida, and fcilo•.c� be �• � done X11 I!5 entirely 7 .ion or the Nol�c; : f cony r to A c t r . • e:; as approved drawings d th :I c;o�� lc mant:facrurer or t distributers o d[=:1 :•_��, iabl it insp t s . 5.te . 11. U .-. is `, fLrc t:_ eng.nccr need rc; reseal the copes. nd sh_. a �:abl; ter inspect :o comply w,:', 7.: scetion of this Acceptance shall be eau;: A cczwalice -7. and rrm;,ta: of :s N'cl :c: of A:ccr!]„;a consists cf ;tigcs 1 tr • ous,1 S. END Of T HIS ACCEPTANCE ACCEPTANCE y.o.: o l_o t.oz csaIti. RRC '•' = Comm' Examinct January 17, 2001 Alco Roofing Company PO BOX 55 -7977 Miami, FL 33255 -7977 Dear Contractor, re: Your check number #278 Enclosed is a copy of your uncollected check for $431.70 returned to us by your bank for insufficient funds. Village ordinances require that you remit payment in full plus a $25.00 administrative fee. You must submit this full payment or make alternate arrangements no later than 31 January 2001. We have made several attempts to contact your offices. However, there has been no response. At this time, you are not permitted to do any work at the property located at 118 NW 102 Street nor for any other job that is pending within Village limits. We have instructed our public safety officers to stop any work performed by your company at any location within Village limits until such time that payment is received. Please note: If payment is not received by January 31, 2001, the information will be turned over to the Village Attorney for legal action. In order to avoid any legal action, please submit payment by the due date. PLEASE GOVERN YOURSELF ACCORDINGLY! Sincerely, MIAMI SHORES VILLAGE 096,6vini Did/aye 10050 L9 . 2 041< 096 nu 9 xea, C...�, 33138 LFrin.a/ue fu fime zt (805) 795- 2209 Lisa Keeley Accountant- Receivables LK: Enclosure cc: Homeowner: Robinson 118 NW 102 Street, Miami Shores, FL 33150 r February 7, 2001 Mrs. Robinson, owner at 118 N. W. 102 St., called this morning re. letter dated January 17 from Lisa Keeley concerning a check from Alco Roofing that was returned due to " Insufficient Funds ". She wanted to know if the check had been replaced. I told her it had not as of today. She said she doesn't understand why the contractor's check bounced because she had paid everything she was supposed to under the terms of their contract. She indicated that some of the tile had been placed on the roof and other parts of the roof just have tile stacked on top. She has not seen the contractor nor heard from them from messages she has left. I told her we have left messages as well. She indicated that she will call the contractor again. P /me. °Ai is 4 %o (t, -4r 6/3/.. d-s - d /18 Goa -• p le ('e4vr,i C . lo (?D o r � e- . t ornd A-e e W A o /q / 9 / 9se . 6-4Q, ami Shores Village, Fla. NER ,S7;14/$4 DATE /- / D )RESS /)f Ni) /1- PECTION ) c2_ E READY 1/1)711-- :MIT NO. 1 o3 g (TRACTOR EPHONE NO. !i / 'ECTOR DATE Miami Shores Village, Fla T OWNER l'e61 h DATE /42 J U ADDRESS // g/1/14/) / 6 2 Sf INSPECTION ir. Vii. TIME READY T/24: PERMIT NO. Y10 S CONTRACTOR ate.-0 4 TELEPHONE NO. , '" �> 00 I I INSPECTOR DATE' ) -(A-Q- 4 ' 74 in l /0 / — 3-0 1 /No o� 4 MIAMI SHORES VILLAGE, FLORIDA BUILDING 0 f �'� -',`_ Date _ / fl ' �� 19 _ ELECTRICAL ❑ : PLUMBING ❑ PERMIT F ,, 48038 Contractor's ROOFING - License No. Owner of Building Architect Contractor or Builder Legal Description Address of Building % (9 qL; PI 1. 0. L{lt ^ r /aC .� c //2 ) i I= BI. 4` it Jrg /o2i st ! 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 applica- non 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 knowledge of the ordinances and regulations pertaining to the work covered hereby whether shpwn on 3)fe plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employe .. f f Signed • f (INSPECTOR) BY In co 3 i deration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining Ihefefo and 'restrict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In a epti I.,,permi assume responsibility for all work done by either, myself, my agent, servant or employee. 4560A200 12/1.5/00 OTL 431.70 CONTRACTOR or BUILDER Work to be performed under this Permit / � - roof !r l 1 �f: /! + t I t S l f} / 1 ` pro ! I� / - � E^ !l /c:./ i J, ♦ i/�e" . T- S �'Yl/a �J Permit: /2 7 CCF• /i J t7 Su i is ) ` / _ - n /R Notary: vision/ / }� �LJ !/ "t / i Sq. Ft.:"Y/ li�.�rf�[!r(- �21 .ltadon: CO Value otf / �/ Amount of 4/3/ 7 Project $(.eo t Permit: r BY AUTHORITY 41f1 rit enhanced document. See hack foo details.Ejlomr..cammtmartracnommr PAY TO THE ORDER OF FOR RIB OCEAN BANK 6 12005 S.W. 26TH STREET MIAMI, FLORIDA 33175 ALCO ROOFING COMPANY P.O.BOX#55-7977 MIAMI,FL. 33255 D-C.,(--C,oc.5 • 0500 60353585 5 i 45 anaM101. 31-,411MIV=r1IIMIF Irf -IMIILLMSZ-1111=1. NinIkai •LSC DATE 11°000 2 ?Bo 1:0660 L 39 21: 0606 ? 29 L 5 Jai 15100 , 70 A " DOLLARS 11 :3 * 2-2 i —00 11 3 L70." 0 1 —3 -0 1 ouvu44/-0-\._ P--0J\i6 41-4\.e c,ny‘.Q,t4,ryy‘A-u-A -x I /0a BUILDING MIAMI SHORES VILLAGE, FLORIDA . 0 Date 1 ; ELECTRICAL 0 PLUMBING 0 PERMIT ;,. 4) t _,, 4808 Contractor's License No. ROOFING ;1S1- . 0 Work to be performed u this Permit nder P A e - 1- 0 n / /‚i ei , A .5/ ,/ 11 is 1 7s wner of - " Building -. (/-:;) k ; 57)11 ...,,:,,: _ O 7 / , ( o/' elb-4... : - 1 v p re A - 16 0 _/1 d i P 51 tie. , Gfr-f/7— (cr Permit: a 2 ---1- ./-2 f 1 _.-,-I, ,,;_c.,,,,. 1 /VIP CCF: . /.2 0 subdi- , , ) 6. 0/34 ,. s ,. a Nota "— /I ry: P vision m• Sq. Ft.: 1 ' ri) ‘,.19.51ey,4-7.21/r9Radon: 3t)i). /0 Value of /1 , 0 0 Amount of jj q j 7„, Project $ t , a i / - P i t I 7 21 Architect Contractor or Builder Description L°t /c2 F j BI. 0 Legal Address of i/ tt) 102' ,c7 Building 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 applica- tion 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 knowledge of the ordinances and regulations pertaining to the work covered hereby whether ah9wn on ,lfe plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employee,. ,./ Signed ( 4j . 1t BY In cojfideration of the issuance to me of this permit I agre to perform the work covered hereunder pertaining fheeo . and inestrict conformity with the plans, drawings, statements or specifications submitted to In ac1epti ti,Perin i assume responsibility for all work done by either, myself, my agent, servant or em • - • - ' •• • - .07 I I; "If 0 • CONTRACTOR or BUILDER BY in compliance with all ordinances and regulations the proper authorities of Miami Shores Village. ployee. 4560A200 12/15/001OTL AUTHORITY 431.70 • a PAY TO THE ORDER OF IS 1 t o - 72.A OCEAN BANK 6 12005 S.W. 26TH STREET MIAMI. FLORIDA 13175 FOR ALCO ROOFING COMPANY P.O.BOX#55-7977 MIAMI,FL 33255 ..)-C7 (— (c•Oc6 Si t50353385 5 i 45 DATE 7° 0) "B" Ori 0'0002780° 17.0660L/3921: 0606L729LW0 5 a:n[44MM -1-311,M.11•••••., Ian 111111011.1-1,1■6 la) 15/0o $ ( — 2o DOLLARS 2-2 i -00 00 L 278 63-1139/660 06 110100.00043L1010 Test Date Project Address Contractor Permit Number Roof Pitch Tile Installation Date 02/09/01 Adhesive Type- Tile Type All testing is in strict accordance with The Dade County version of The South Florida Building Code, Section 3401.10 and PA 106 -95. Each Test location -was pulled using -a Chatillon Force Gauge -to -a- minimum of 35 lbs.. TEST SUMMARY Roof Area Total -# of Tests # of Tests Passed %Passed Field & Ridge 25 25 100% Corner 10 10 100% Perimeter 10 10 100% TEST RESULTS: PASSED See Attached Sketch for Further Details ROOF REPORTERS, INC. al Rodi e.weftio TAS 106 Roof Tile Uplift Test Report February 12, 2001 118 NW 102 St. Miami, FI. Alco Roofing 48038 3:12 Poly Foam Santa Fe Al Maccagli, R #116 Dade County Certified Testing Agency # 99- 0615.04 (561) 434 -7555 3281 Lake Worth Road1 Suite EO Lake WorthOFlorida 33461 Roof-Consulting-8, Testing 0-Visual-Surveys- & Evaluations - ORoof System Design O Moisture Surveys TZ TT T TV 50 ' T1 TT J1 t V' 1 . X 7 r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / ?-j3 /O Job Address // g N (v /d a S Folio Legal Description Mort s 0 FEES: PERMIT 277 APPROVED: Zoning Mechanical I Historically Designated: / Tenant DCtoefi14 4 6i4"7.5 Owners Address / / 8 /1 t / Rrd S-ArE S Contractin Co. A I CD goo-g nl J Qualifier C / Esi - s.r? 4 Al State # Municipal # Architect/Engineer Bonding Company `N; to •,; ;,r to : do President :. ApirtiCC 973076 Qc: 9,20(14 RADON Building Plumbing fOrnts '713 5(.0 4 , rc � 7YL : L_ X3 ) Phone a j„/ --GooS Competency # (5600b ?S(4 Ins. Co. Address Address Address OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that a construction and zoning. Furthermore, I authorize the above -named contractor to do the C.C.F. C NOTARY Yes No Master Permit # g (2,� g Phone 30 ' . 75 30t 75 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL �' OOFING AVING FENCE SIGN WORK DESCRIPTION L R JJO F D� (_ �S-��r�;Cl fo a'Y coverr',nn o C OP r otpel.,r6 �0 L c . -ail e, 4-o F:1 �r1J, r yP o � � y • - k+ Ple- �� cap Shea+ Square Ft. 1 0 Estimated Cost (value) o ' 00 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. • e complian gpwith all applicable laws regulating actor or Owner- 13 ;to C 11• pr dl)ittiei Builder infnrsSron E xpires: 9, 2004 ! 'hill . Ina. Electrical BOND -' O TOTAL DUE 2 7 /J Date Structural Engineer Contractor's Name: ALCO iJ (r CQ Job Address: l I v NW ll1 U ROOF CATEGORY ig (Low Slope Application) go ❑ (Nail -On Tile) L '(Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof KRe roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft 1 1 Sloped Roof Area (ft /6, — I Total (ft f a$ Master Permit No. Exposure category (per ASCE 7 -88): C Building Classiftcauua category (per ASCE 7 -88 table 1): F Ft. Ft. 123.01 -78 4/99 Deck type: \WC O. weak s Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF' HEIGHT AND SYSTEM DETAILS (Draw details as needed) GAP Ou. G� p� � � cap sit" VL111) ogq) ) 4" )c (2.'4 't 26 A- ...� Fb nick! led 4" ©.c. )1 Ii�"e& t-at tw s‘ ATTACHMENT Fastener Type: h Field: 1 � \' /4 en(osku SPACING Perimeter: G Corner: DETAIL 1 & 2 • Page -1 r r r r ROOF PLAN - 1 t Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation? I V MEAN HEIGHT Deck type: 'JooD zUnderlayment: 3.. Insulation: 12" ROOF SLOPL D E T A I L 3 SLOPED SYSTEM DESCRIPTION *),o r ror, n�o (\A- Fastener type & spacing: Cap Sheet: Roof Covering: Drip edge: 9 kle, 4ek Lu 1 /4 ( a, nak ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: J12 > x ?1, (Aerodynamic Multiplier): +a fl - M = M :\ • CA: C:0 • 9_ ( Pmax2:l'l .3 x 21, (Aerodynamic Multiplier): ' - R ) - M D ?..r Mr2)- • 0. I PCA.0 -q (Pmax3:\(j • 3 x (Aerodynamic Multiplier): '1, q ) - Mg:5_14i= M f 101 PCA: G -9 PkhQv r - 141e-t4 J� Page -2 r As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the indus- try 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. �Y Aesthetics Workmanship: The workmanship provisions of Chapter 34 are for the purpose of providing that the roof- ing 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. enailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) . Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under- side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses, 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. . Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. - 1U - " Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 064 Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider venting which can result in extending the service life for the roof. 8. The owner may contact the Miami -Dade County Consumer Services Departmen r further inf . tion regard' the above. /0a,k44A,1 Owner's /Agent's Signature 127.01.12 PAGE 2 7/99 /4/160 Date Contractor's Signature MIAMI -OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Approvcd: 09/16/1999 1 of 5 MIA`II -DADE COUNTY, FLORID. METRO -DADE FLAGLER BUILDINt BUILDING CODE COMPLIANCE OFFIC METRO -DADE FLAGLER BUILDIN 1-10 WEST FLAGLER STREET. SUITE 16C MIAMI. FLORIDA 33130 -I5C (305) 375-2901 FAX (305) 375 -29C Santa Fc Tile Corporation CONTRACTOR LICENSING SECTIO 10302 N.W. -South River Drive, Bay #16 (305) 375 -3527 FAX (305) 375 -25. Medley FL 33178 CONTRACTOR ENFORCEMENT SECTIO (305) 375.2966 FAX (305) - 375 -29i PRODUCT CONTROL DIViSIC Your application for Product Approval of: (305) 375 -2902 FAX (305) 372-63. Spanish S Clay Tile under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Type. Construction, and completely described herein, has been recommended for acceptance by the Miami -Dz. County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secur: product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved marine-, BCCO may revoke, modify, or suspe the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it i determined BCCO that this product or material fails to meet the requirements of the South Florida Built Code. The expense of such testing will be incurred by the manufacture :. Acceptance No.:99- 0716.03 (Revises No.: 97-0515.05) Expires:01 /22/2001 / I / Raul Roarlcucz Chief Product Control Di'. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERA CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building and Prc fuct Review Committee to be used in Dade County, Florida under the conditions set forth abo A‘ILF4A rancisco I. Quintana, R. Director Miami -Dadc County Building Code Compliar. SANTAFE TILE CORPORATION . ACCEPTANCE No.: 99- 0716.03 1. SCOPE This - revises a roofing system using Santafe `S', as manufactured Santafe Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the ' pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Category: Prepared Roofing Sub Category: High Profile Tile PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Root Trine Pieces 2.1 Product Tile Sc e.vs NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Dimensions = IS" w= 11.5" V.:" thick 1= varies w = varies varying thickness Components or products manufactured by others Dimensions r3 x 2 -A :" long 0.130" shank dia. 0.178 flute dia. Test Specifications Tcst Specifications PA 114 Appendix E APPROVED :September 16, 1999 EXPIRES :January 22. 2001. Product Description PA 112 High profile, one piece, clay roof tile equipped with two nail holes. For nail -on, mortar sot and adhesive set applications. PA 112 Accessory trim, clay roof pieces for use at hips, rases, ridges and valley terminations. Manufactured for each tile profile. Product Description Stainless Steel Manufncturcr generic Frank Zuloaga, RRC Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 99- 0716.03 APPROVED :September 16, 1999 EXPIRES :January 22. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be' performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 4. INSTALLATION 4.1.1 Santafe 'S' and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Aerodynamic Multiplye ?.(ft Tile Profile ?. (ft') Batten Application. ?. (ft') Direct Deck Santafe 'S' 0.274 0.297 Table 2: Restoring Moments due to Gravity - M, (ft-lbf) Tile Profile Santafe 'S' I 6 ":12" I 7 ":12" or greater 2":12" I 3 ":12" T 4 ":12" 5 ":12" Battens Direct Battens Direct Direct Direct Direct Battens Deck I I Deck I Battens , Deck I Battens I Deck I Battens Deck 5.90 I 5.85 I 5.82 ✓" 5.73 1 5.69 I 5.56 1 5.53 1 5.32 1 5.29 1 5.03 5.93 Direct Deck N/A Table 3: Attachment Resistance Expressed as a Moment Mf (ft For Nail - On System Tile Profile Tile Application Santafe S Direct Deck Battens Two Nails 21.8 Onc Screw 29.16' Approved screws as noted 'Product manufactured by others'. Two Screws 38.28' Onc Screw I Two Screws w/ Clip 1 w/ Clip 57.31' 1 57.60' I 61.77' • F=ank Zuloaga, RRC •• Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 99- 0716.03 APPROVED :September 16, 1999 EXPIRES :January 22. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS = .Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Mortar or Adhesive Set Systems Tile Profile Santafe 'S' • Tile Application Attachment Resistance Mortar Set 23.6 Adhesive Set I 61.9 3. 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 PERYIIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. PROFILE DRAWING SANTAFE "SANTAFE S" CLAY Frank Zuloaga, RRC _ Roofing Product Control Examiner SANTAFE TILE CORPORATION ACCEPTANCE No.: 99- 0716.03 APPROVED :September 16, 1999 EXPIRES :January 22, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. . • • Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County 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 the 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 required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and _ranted by this office. 5. Any of the following shall also bc grounds for removal of tli :_ :Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in adver ising literature. If any portion of the Notice of Acceptance is displayed, 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 be provided to the user by the manufacturer or its distributors and shall bc available for inspection at the job site at all time. The engineer need not rascal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 4 and this last page 5. END OF THIS ACCEPTANCE Frank Zuloaga, RRC R.Doling Product Control Examiner 1 1 1 u#-Ut I;OUNTY, F- LORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1-:0 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (205) 375 -2908 PRODUCT CONTROL DIVISION _'ROD CT CONTROL NOTICE E OF ACCEPTANCE (305) 375 -2902 FAX (305) 372 -6339 Poly oath Products, Inc. 2400 Spring - Stuebner Road Spring, TX. 77333 `!our application for Product Approval of: ?olvfo:am Products "Polvpro AH - 160" Roof Tile Adhesive under Chapter 3 dale Miami - Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: The Center for Applied Engineering, Inc. and Miles Laboratories Polyrners Division has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -14 and the standard conditions on pace 15. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office r.aserves 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, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Cent - fiance Office reserves the ri ;ht to revoke this <coroval, if it is determined by the Building Code Compi nc. l"ii:fl, e 'that this product or material tails to meet the requir:;ments of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. EXPIRES: iii/ c /01 ii: 04/16/98 I,i, i,i' r,! ;i r ° : postmasto ,©buildinrcodconline.com //J( k yicaui Rodri ; i; :z Product Control Supervisor TH IIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL ,... J .. i `or F I' hF:cn rtjb•,_. ;�1 h•.' iht ;�,f l-.' " ;� _ ( .:'.i..�`/ F3'1'1i. ?ice Co. ri. approved by th.: 3uildi,ig Cod;. Ccrnn,itiee to be used in Dade County, Florida under the conditions set far'h Charles Danger, P.E. Director r u di g Cude Compliance Dec. ;; Miami -Dade County Hornopaye: http: / /www.buildingcodeonline.corn UL-,:b r stVlJUY.13, 1:1 Product Control No.: 98- 0303.02 Applicant: Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring, Texas 77383 -1132 Category: Roofing Component Sub- Categorv: Fastening/Adhesive Type: Roof Tile Adhesive Sub -Tvte: Two Component Polyurethane PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING COMPONENT APPROVAL System Description Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and c iy crloYi!-: over a variT•ty oI roof deck SUhS ".; ^.t3s eid t'ndei -,ent materials. Polypro® adhesive is applied with proprietary Foampro® RTF1000 dispensing equipment. Approval of this product is specific to the two component mix and Foampro® RTF1000 dispensing equipment. AIternativ, methods of dispensing will require a revision to this approval. adiicsivc shall b appiie1 uilly by Qualified Applicators, iicensed by Polyfoam Products, Inc. Certificates and identification cards are issued to applicators upon successful completion of a application t,r,iuing prog;ara. Approval of this adhesive system is contingent upon application by a 'Qualified Applicator. ?at iviurray P.O. Box 1 132 Spring, "1':.xas 77333 -1132 Pi.ono. (7 Page 2 of 15 Product Control No.: 98- 0303.02 Approval Date: April 16. 1998 Expiration Date: April 16. 2001 Frank Zuloaga, RRC Roofing Product Control Examiner TRADE NAMES OF PRODUCTS MANUFACTURED D OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Polypro® AH160 N/A PA 101 Two component polyurethane Foampro® RTF1000 N/A See Detail Attached Dispensing Equipment Page 3 of 15 Lontrol No.: 98- 0303.03 1 rank Zulcaga, RRC Roofing Product Control Examiner Product Underlayment Roof Tile TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria Product Description PA 120 All Dade County Component Approved products as detailed in Dade County Application Standard PA 120 PA 101 All Approved roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval Page 4 of 15 r rouuct L.,ontroi No.: 95 0303.u. Manufacturer. All Dade County Approved Products All Dade County Approved Products Frank Zuloaga, RRC Roofing Product Control Examiner ._ r .. A .J :.1.. Test Agencv Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering viiles Laburatori s (,11. - :.ers ;Division Ramtech Laboratories, Inc. Southwest Resea'ch ;out`..ve _ Research Institute iIii ft, 1: rj�c:ci1 Imo TEST REPORTS NO.: Test Identifier Test Name/Report Date #94 -060 Miami Dade Prctocol 04/03/94 PA 101 257818 -1PA Miami Dade Protocol 12/16/96 PA 101 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 SSTD 11 -93 10/25/95 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 NB -539 -631 ASTM D 1623 02/01/94 9637 -92 ASTM E 108 04/30/93 01 -6743 -011 A. '.i`,1 r, 108 i 1/16/9'. G1- 6739- 062b[1] ASTM E 84 01/16/95 7G5) (» 96 -1 PA 114 Page 5 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner TYPICAL PHYSICAL PROPERTIES P roperty Test Density ASTM D 1622 1.6 lbs. /ft.' Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.03 Lbs./Ft Moisture Vapor ASTM E 96 3.1 Perm / Inch Transmission Closed Cell Content ASTM D 2856 86% Page 6 of 15 t roauct Lontiol No.: 98 0303.02 Results Dimensior:.1 ASTM D 2126 +0.07% Volume Change @ -40 F., 2 Stability weeks +6.0% Volume Change @153 100% Humidity, 2 weeks ear p properties £a.:3 ::JOVE :. pre:ieiiteci as Typical average values as determined zccepted ASTM test rr.ethods and are subject to normal manufacturing variation. Frank Zuloaga, RRC Roofing Product Control Examiner x °OLY,rOAivl PRODUCTS, ENC. Product Control No.: 98- 0303.02 SYSTEMS Deck Type: Wood, Non - insulated, New Construction/Reroof Deck Description: 15 /3.7" or greater, plywood or wood plank. SYSTEM A: Adhesive Set Application Slope Range: 2 ":1 to 7 ":12" Unclef!a.yment: Shall comply with Miami -Dade Roofing Application Standard PA 120 Roofing Tile: Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corresponding Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment data is noted in the roof tile assembly NOA. Comments: 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Page 7 of 15 4 Frank Zuloaga, RRC Roofing Product Control Examiner OAM 1''AcUJuC 1J, LNL. SYSTEMS (CONTINUED) tech Type: Concrete, New Ccnstruction/Reroof Deck Description: New construction SYSTEM 13: Adhesive Set Application ;lope Range: 2":12" to 7":12" L nder llyment / Install Approved underlayment system of one of the following: `Vatcrnroofing: Underlayment: Roofing Tile: rroouct Control No.: 93- 0303.02 (30/90 Hot Mop) fully adhered in a full mopping of ASTM D 312 type IV asphalt applied within the EVT range. Back nailing and laps shall be in compliance with Roofing Application Standard PA 120. Any liquid applied roofing system having a current NOA for its use as a tile underlayment system. Any roof tile assembly having a current shall be applied in compliance with the Component Application section and the corn ^spending Placement Details of this Notice of Acceptance. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Miami -Dade County Roofing Application Standards PA 115 or PA 127. The adhesive attachment if :c :::; as. , C.om.rresn. • 1. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or waterproofing component Roofing Component Product Control Approval shall apply, as applicable. Page 8 of 15 Frank Zuloaga, P.RC Roofing Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail T :-: piece Barrel 'S' Shaped g 1 =? Double Roll t 3 Flat 74 L' lr. L' v; -.:va � ui i uuuci unirol ,V O.: y �.!:l) .II COMPONENT APPLICATION 1. Polypro® AH160 tile adhesive shall only be applied over an underlayment installed in compliance with application instructions detailed in its NOA.. Underlayment may be any underlay -ments or underlayment systems listed Miami -Dade County Roofing Application Standard PA 120. 2. Adhesive application shall be in accordance with the instructions provided herein. Tthe manufacturer may provide additional instructions subsequent to this approval date which may prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. 3. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.08 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved without revision of NOA. Adhesive shall be dispensed in a 17 in to 23 in pad at time of application. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires a specific placement, as noted in Table 1, below 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. Page 9 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner SYSTEM LIMITATIONS Page 10 of 15 tNO.: 2. Polypro® AH160 adhesive shall be installed only by 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. 3. For adhesive set tile applications, a field static uplift test by a Miami -Dade County accredited testing agency, in compliance with Miami -Dade County Roofing Application Standard PA 106, shall be required not less than 72 hours after application to confirm tile adhesion. Refer to application drawings published by the National Tile Manufacturers Association for peaetrations and terminations, as well as the 'Placement Details' included with NOA. 5. Refer to tile Roof Tile Assembly Product Control NOA for system acceptance with this Component. 6. Rt:er to the Prepared Roof Tile Assembly for fire rating. 7. Polypro® AH160 shall not be exposed permanently to sunlight. Polypro® AH160 shall be applied with Foampro RTF1000 dispensing equipment only. 9. Fob/foam Products Inc. shall supply Building Official with a list of 'Qualified Applicators' approved and licensed by Polyfoam Products, Inc. Frank Zuloaga, RRC Roofing Product Control Examiner ldnr.orloyrno:s1 2) Turn covors upoldo dccrn. Piaca Adtx.livo iri to T' from tho ootaldo orics of coacr tllo. Thon Irntn11 tllo. 1)PInco oaosugh rdit^sivo to ochlovc 17 to 2"s sq. I:acla', In contact with tho pcn 4110. Rommvo top portion of the cavo courso tIlo. C.hsit to soconsl ccmrno of pan tliu. Gr _nur onvo one of Fc rrzr,' Env° clonurO (a:c 2•:: ahvc r.) PLACEMENT DETAILS Optlonci 2:44'o for Stoop pitch appllcatlo<ts. Noll through plastic coolant (when roqulrod by coda) Fsaclo board Placement Detail #1: Tdwc • P» 712 Page 11 of 15 t'roduct Control No.: 9- O333.G2 Opticnoi Point - Up Cortnr wr LongltodInnl odgoo of tllo. Shoathlm7 Frank Zuloaga, RRC Roofing Product Control Examiner zaiL`r UAivi PRODUCTS, ENC. knit through plantla comoat 07:40n roqulrcd by codo) PLACEMENT DETAILS (CONTENTED) Pace 12 of 15 Apply °uncoil ndhoolvo to ochlovo 17 to 23 oqunro Inchon In conto t with tho \ anVU CIO:]U!'n , T .Profile Product Control No.: 93- 0303.02 w'�pi�c!rz Drip Edgo Frank Zuloaga, RRC Roofing Product Control Examiner PRODOC1[S, uVC . Product Control No.: 98- 0303.02 Gni! through c.- wrgoast (whorl rorulrod by cm...-7) Undorinymont Cuvo Couroo PLACEMENT DETAILS (CONTINUED) Apply oomuidh odhc -livo to ochioro 17 -23 oquo :o Inshoo IT cont_�ct with tho tllo. \` E'nvo courno only, hoop r:dhcrivo Ap pro,dnaatloy 4' up from woophodoo. #3: )oCore Ron Pr'ct?i'; Page 13 of 15 Cloouro Fonclo Frank Zuloaga, RRC Roofing Product Control Examiner ?OLY,cOAM PRODUCTS, ESC. • R1ali throaceh plontic cornont rcy:1r«9 C cado) erxJcrlry:nc nt :u Ccauno PLACEMENT DETAILS (CONTThUIJED) •.r , .. . .17xox' . ,.11... 3:7 Pane 14 of 15 Product Control No.: 98- 0303.02 llpplq coough cdhcolvo to cchlovo 17-23 oquaro lasshca in cantaat %vith tho tilo. Covo Ciea,ero Foocla CFER Zuloaga, RRC Roofing Product Control Examiner d V A A. VCil'A A A \Vb{V% -. < tuauct �.ontrol ivo.: 98- 0303.02 Polyfoam Products, Inc. ACCEPTANCE NO: 98- 0303.02 2400 Spring- Stuebner Road APPROVED : April 16, 1998 Spring, TX 77383 EXPIRES : April 16. 2001 1 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", 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 the 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 con•ect installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no loner practicing the engineering profession. r.1'' ;vis■on or char: e i the materials, use, an,l /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fling of a revision application with appropriate fee) and granted by tills office. 5 Any of the following shall also be grounds for removal of this Acceptance: a.) Unsatisfactory perforri:.+ 1c.e 'Ji' i.11S product o: prJc -ss; b) Misuse of this Acceptance as a.i e, !nrsr' - ne.lt of any Jroduct, for sales, advertising or any other purposes. 6 The Notice of Acceptance 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 Notice of Acceptance is t' e i "'' entirety. A copy of this Acceptance zs approved drawings a•; ;' tr ; _ u ,. • .. iis, ,v here it applies, _hall be In the 1 ',.c .•^lei acturer or its dis:'l ^',is a1 ?d S'i ?,11 l.•:. . �' "C �, Xk for the job site et all times. lire copies need not be resealed by the engineer. to cnn;ply \.'ith ccy senior. of this Acceptance; shall be cause for termination and removal of Acceptance. ills ccej,?ar,ce corning ; ages l through 15. 1;ii' ;;r ! :S ACCF ?T/.l-;CF, Page 15 of 15 Frank Zuloaga, RRC Roofing Product Control Examiner 4 :,9i!F CCVF",1 G :i:1TERFAIS (fEYr) . t;OCF1>:G SYSTEMS (TGFU)— Continued ,:1r1 rvarlayinent board are offset 6 in. with the joints in the pail of the roof system, it must be placed below the of 'G ,FGLAS Ply 4" or "Ply 6" n be adhered to : :v.:;l`_ d :ailable lase Sheet" may be mechanically attacheri or ,• r.; noihcomtustible dote and as a recover over existing roof :;;IS,: Ins!!Liion wry be utilized as a cover hoard over "EVERGUARD" • Lily of t!hc fol•..ring systems. ROOFING ASPHAI :i ,;! mat base she_c ( "GAFGLAS ;f75 Base Sheer:" or " GAFGLAS " r,`: SL:") is a suitrble alternate for Type G1 asphalt glass -air ('C',F L Ply 4'' or " GAFGLAS Ply 6 ") in the Class A, B or C roof sr c,o: &r.. :: rr! y fist be cove red with a Type G2 asphalt glass mat base ",FRS ';; :ntovent (Vent-Ply) perforated° or "GAFGLAS Stratavent r1 fe- rni eleln decks ". P= foreted to be mopped and nailable to be = a.izehed nreoule side down,. op n,n yO.2 G2 asuha!` Vass mat base sheet ( "GAFGLAS „75 Base ; "G.",FLLAS :ISO Premium Base :neat" or "GAFGLAS Stratavent (Vent -Ply) flacks') r" be sutiti_utei for G1 asphalt glass fiber ply sheet p;y 4" or "GAFGL ^S Ply 6 ") as the nailed base ply in the following ;: b :ore ply or base sheet may be solid mopped, spot mopped or mechanically • , .;toned• % Unl ^s ot:^.en'rise indicated, all insulations may be hot mopped or mechanically 'enrl. °i•'„'+iIFS Flashing" or'Rub;roi;" may se used for clashing in any of the Class Is or C systems Listed below. ' 7i. <n "serilte" is rata _ eed this ine.udes 'GAFTEMP PERMALIT or any C'essified. ,1_,i .. ,: J. tr _ rates for mavei in any of the Crass 4, cr C syster.s Listed r'. r r,' .,t f ;Irer = 'r,l;,r,; L... ` - are considered s:atab e :r, be included dec'' in the folioain; Class A, 3 : systems listed over C -15/32 or NC. •:c L'se cf gypsum ] Oard _Cd =r ar the TeliOwing Class A, 3 or C systems ;rot ad' :: ;ety effect the rating. i, e _se of 1 ,'2 in. min gypsum! board is Il : .le fo!tovir g Class A, 3 er C = er_d I.sother.a RA" a "i+Arl1= ',P • lsa: r. :ay ` °a ' - ar i so_'a nu. a e insulation in any of the f , ° Class;ficatiors Tara al' ,rr may 5e. u,i^!_:a v,ith any of the folloving "Asphalt Felt 7);.u1t, fa: use and glass felts or modified bitumen ;, r. }5j A,cline: 3 ," r ". l u , : � � t hoe ; perlite/i;Lcyanueote. composite, perlite/ ti :r_ tn�site, wood n /isocyamurate cmmporite, phenolic, any • ,I.pt.lir • h ` wy. y_,ti d, '.I L,U ub_I, glass i urethane, perlite / isocyanurate composite, perlite/ .•.nu composite, wood filer /isocyanurate composite, phenolic, any ROOFIN6.SYSTEEMS (TGFU)— Continued Fly Shoe':; Any LL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. C ::e C -15/32 I; ±dine:1 Slip Sheet (Optional): Red rosin paper, nailed to deck. 3ase Stieet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Shoat: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet". 6. Deck: NC Incline: 3 3ase S;ieet: One layer of Type G2 " GAFGLAS #75 Base Sheet'. Ply Sheet: One or more layers of Type 01 "GAFGLAS Ply 4" or GAFGLAS Ply 6". Cap Sh.;:i. One layer of Type G -3 " GAFGLAS Mineral Surfaced Cap Sheet ". 7. Dec',: C -15/32 Incline: 2 Inserlarion: One or more Layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G1, G2 or G3. Membrane: One or more Layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 2 - lnsulation (Optional): One or more Layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers cf Type 01. Membrane: One or more Layers of "Ruberoid Torch" (smooth or Granule }, "Ruberoid Torch Plus" (granule). "Ruberoid Moo" (smooth o nranu :e) or "Ruorenia Mon P'•is" ;.granule.). Lap Sheet: " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class E 1. Deck: C-15/32 Incline: 3 -1/2 Insuiation. (Optional): One or more layers periite, %%loud Fiber, fiber, isoe urethane, oeriite / isocyanurate composite, per!i;_/ urethane. comna cite, wood • ier/iror-\rnrurte composite, Or.enoli1, en`( C 1 Sheet: Type ; C .i. Ot •rface;i Cap Sheet", hot rnoer.ed. 2. P -rk: C- 15/32 incline: 3 -1/2 insulation (Optional): One or more Layers perlite, wood fiber. class fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any ihl' ^-c €. i•a - rs'r"re 01 "GAF61 .S Ply ;,' or "TA 'AFGI_i6 Ply i .triaL,' :. Cep `;,, ): 0!.: Of r,cre Lyers ';ertito, Brood fiber, glass • reni i, .5 t..Ri, L r LY ., i .. ' n, 7. in. n; leycr 'i;;.e 1 "G?,FGLr+S Minart Surfaced Cap Sheet". 3 !nLii!i.: 1/2 1 :, rs 1 otlichn i •', 4 in. max, 1Wt nsupped. r 1. ULck: C -15/32 Incline: 1/2 in59 ( One or ino'^. Inr.ii pertite, wood flha'. �Iacs riser, l.�Cy'g1.d,�CC, ur haiie, p_r'.itt /:5001 ^,11!rt composite, pertce/ urethane composite, wood "Tiber /isoey:inurate composite, phenolic, any is ,icl.,-!ece. is •, r • iE• 7,1 "',,AFC.,".; , Pl, C" P.. , r , n COAL 'tP : : :. :... . 1..,i:- . 1:, .. 09i1t1 7.o/Air. 1. Di.. C -15/32 Incline: 1/2. I „ -it iation (Optional): One or more layers pertite, wood fiber, glass ft ^c.r. i;ocya't ate, !!r' :haste, : :2 composite, periit:/ urai:haI,e composite, wood fiber / isocyanurate composite, phenolic, any thickness Pl , E'. hut e ` F'.^ ' ti P'; C')I.D %'Sid iS inrl uo: 2 ' ;ell'!.)° i) r. 0. L: ^i', layer$ perlite, !'loud filer , r r i 'three or more layers cf Type 61 "GAFGI AS Ply 4' ar t0P FGLr S Ply 6''. sore': .r.iwg: Grun.:y Ir,Jusi. *i;.s "„l f•1I i'.Linrinum Roof Coating'' at 7,V% gal /sq. ROOF COVERING MATERIALS (TWO 133 • rnc■r lay' i- r'f TI - 01 ''GArGLA_S Ply 4” or "GAFGL ^S laep,r.; vrith roal tar h:rnmen. G'dveL • ■ r t + lrt !,.a t i y or; (, :o ::!,oratI0i1 Rociing Asphalt ,lies Cap Sheet CAFGIAS i Linera.l Surfaced Cap Sheet (1 ply) `�aoonno , ! 17° � : - ! ,—. C,aFrLAS f 1,,1n7,rat Surfaced _Cap Shaut 2° Ph) L'a� • `loath. afid 'Nest Zones decks `.' inches per foot slope, except for lightweight insulating li _ to •• r,•.7x•mum slope of 1" per foot. Wood, p; .':cod, paved gypsum, pru,.ast gypsum planks, other acceptable nailaoie „ ' Ili, ;t ^inhi `.ns.!latine concrete decks, see page 9. o !r, +`� ,, (an ,'1�® �n �• �l' %C:15J i� uL N.°f0 - 'IuJUI'� O (rI d General Application recommendations detailed on pages 17 -20 shall -apply in addition to the following recommendations and specifications. Application of Roofing Itlembrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lapping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at inter/ills not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See 'Special Instructions" below.) 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mop- ping to the underlying base sheet to provide three plies over the entire roof area. Await Requirements Interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes involved must be used. S1of!o Aar is ^4 :i5;,haii'fyoo Up to 3° Steep ASTM Type III 3'- 6° HT -Steep ASTM Type IV On slopes up to inch per foot, Flat ASTM Type II may be used except in i ^''`orria. Apply GAFGLAS iviineral �U,, L S ;:,..'!t w ;GL ;Liich wi(h the aN." 1J2u instructions an page 20, so that the laps are offset from the laps of the ply sheets. 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable GAFGLAS Base Sheets include: STRATAVENP (Vent Ply) for • •, ""o,um dcc' ;s, GAFGLAS #75 Base sheet, a sheathing gape: ', .r roofsl,4„:o i,L:2:.(],frc c'•niue, al! 'olyfetinl; C,'i:•4';, • inches in from the back edge of the felt. See °Ins i ilanon on Steep Roofs,' page 10. - -- — i. Su rstr-,it = Combustible and Noncombustible Conihusiible =Wood planks, boards, etc., plywood (min. "In inch thickness), oriented s'rand board (min.'(: inch thickness). nn,;' r'oncomhustibla = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. i =::1ae i';inximum slope alluwed, in . ,ies per foot. GAF MATERIALS CORPORATION t =cell Tye Wood, Non - insulated New Construction or Reroof Base Sheet: P;y Sheet: Car Sheet: 10 / or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. Ail Genera1 and System, Limitations shall apply. -45 psf. (See General Limitation #7) 16 of32 Acceptance No: 00 0331.15 GAFGLAS® #75, GAFGLAS #80 Ultima Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FlexPly, GAFGLAS® STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 3 / s " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of GAFGLAS® PLY 4 ®, GAFGLAS FlexPly 6 or GAFGLAS® PLY 6® ply sheet 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 01 20-40 (Required if no cap sheet is used) Install one of the following: 1.GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Pr =mium Fibered Aluminum Roof Corin^ , ,v;: - ,..,,r: , uciun :,lac v; tai ius.isq. _ 20 %; plus gravel or slay, an application rat of 400 lbs. /sq. R. 300 lbs. /sq., respectively. Maximum Design Pressure: 5 .G,1 -3 -C:, N B-3 iii, iv -i3 4 �, ;J- B- 4 -G /P6, N- B -4 -M, N-B-4-M/P6, N- B -4 -C, N- - 4 -C / ?6, N -B -5 ��, N- B- 5 -C /PC, N- B -5 -C N -B -5 -G /P6, N- B -5 -M, N- E?- 5- v Frank Zuloaga, RRC Roofing Product Control Exar„iaer MIAMI- DADE' PRO.DUC T CONTROL NO TIC;E OF ACCEPTANCE G.A.F. Materials Corporation 136i Airs Road Your application for Product Approval of: G.-LP Conventional Built -Up Roof Systems for Wood Deck. t :nder 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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend t• ...• �,: �.,ci t :,oduct or material immediately. BCCO reserves tine right to revoke this approval, if it is d.:term. Red BCCO that this product or material fails to meet the requirements of the South Florida BuildinLt Code. The cxnerse of s',cl, e ;, , ,.,� t.. t n{, will h u.�- rr- . by th° marl , f(��i�.�r - �r Expires: 1 l /0- 1/2003 /2000 NJ 07470 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DAADE FLAGLER BUILDING 1-10 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375.2905 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -255S CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -_53S PRODCCT CONTROL. DIVISION (305) 375.290 FAX (305) 372.6339 i7 / , � 7' l - ; /// �1 Raul Rodrittuez Chief Product Control Division i , U i I-. DING COD NV f` • �'., This application for Product Approval has been reviewed by the BCCO and approved by the Building Code ie Committee to be used in Lade County, Florida under the conditions set forth above. _ -, "t'ranctSCO i. Quintana, R.A. Director i of 3") Miami -Dade County it I' Code ( ;;pi :once Office Ltll,uln � .,c�� ,-, 1 GAF MATERIALS CORPORATION C atc',orv: Sub- Cate!torv: De^_!: Type: Maximum Dcsi'_n Pressure Fire Classification: 7 ' . RAOE NAMES OF 'RODUCTS MANUFACTURED OR LABELED I3Y APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fib red I _ft iilak All Ccmen: :t '_.: :le IV. �la:.k 1'r mium :: 'i ROOFING SYSTEM APPROVAL Roof in', BUR Wood -75 psf See General Limitation nl Dimensions 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up rooting. 60 Ib. bags ASTM D 1863 Granules for surfacing, of exposed asphalt, cold process cement or emulsion. GAF ivtineral Shield© Granules shall be used fo: tl; shi, ^lications oni' 5 gallons I, 5 gallons ASTM D 2824 Fibered aluniinuiii continL'. 1, 5 gallons 5 gallons i' Rol; 5 sci. 4515. roll Test Specification ASTM Acceptance No: 00 0331.15 Approval Date: .June 29. 2000 Expiration Date: November 04, 2003 Prod uct Description 1227 Surface coatis', for smooth surfaced roofs. 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 Asphalt flashing Cement 41ST 1vI D4450I tin' re and roate_!, iba LCse slr.:et AS Ni i) 2178 Type Vi asphalt intpreLmated glass felt with asphalt coating,. „ • E•raid: GZuloaga, RRC _. Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Test Product Product Dimensions Spccificratio•n Description GAFGLAS Flex 5 sq. roll ASTM D 2178 Type VI asphalt impregnated glass felt ?IyTM 6 45 lb. roll with asphalt coating. GAFGLAS Ply 4® 5 sq. roll ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating.. GAFGLAS® 76 Ib. roll ASTM D 3909 Asphalt coated, Mass fiber mat cap sheet Mineral Surfaced surfaced with mineral granules. Cap Sheet GAFGLAS® 60 Ib. roll ASTM D 4897 Fiber glass base sheet impregnated and STRATAVENT® D 3672 coated on both sides with asphalt. Perforated Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Flashing various Asphalt coated glass fiber mat flashing sheet a.v2i,a'D;e in tl,;ee sizes. CAFGLAS® 69 lb. roll ASTM D 489 Fiber glass base sheet impregnated and STRATAVENT D 3672 coated on both sides with asphalt. Nai!able Surfaced on the bottom side with mineral • :ias Sh ec 3 sq. roll 67 l s. ASTM D46C1, Premium glass fiber reinforced SBS- Tvpe 11, UL modified base sheet Type G2 BUR CA F 7 .),7,) :avian. "DA 1 PA 110 r olyisocyanurate foam insulation 'of FA 1 1■: ?Oc. cc various PA 110 l' olyisocyanurate Foam insulation Pi r PA jo'i 'r'•. ! i % • 0`.r eo Polyiso::'•'.k.nurate fo< :,1 in �uiatior. Frank Zuloaga, RRC GAF MATERIALS CORPORATION Ta st Product A OVI Act Dimensions Specif3ruticn Description GAFTEMPO various PA 110 Polyisocyanurate foam insulation with Composite high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polvi Composite P socyanurate foam insulation with high di - ;ity fiberboard or Permalite perlite insulation. G e,FTEr�'P® various PA 110 Polyisocyanurate foam insulation with Cetnposite A high density,fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite A with high density fiberboard or Permalite perlite insulation. GAFTEMP® various PA 110 Polyisocyanurate foam insulation with Composite N high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam insulation Composite N with high density fiberboard or Permalite :b GAFTENIP® Perm a t ite.:r) GAFTEM . '. i 1 f E ,:z vy Duty various various 1c. insula lort. PA 110 Perlite insulation board. Acceptance No: 00- 0331.15 PA 110 High density wood fiberboard insulation. PA 114 insulation fastener for steel, wood and concrete decks. J'' 114 Pre assern;;lcd GAFTITE Fasteners and meta.1 and plat -ii �— Franic .Zul aka, RRC Roofing Product Control Examiner 4 of . GAF N,A T ERIALS CORPORATION Acceptance No: 00- 0331.15 i n t act GAF Aluminum RUBE.,i)Ir) 109. Roll S2S 101 lbs. : l • Product 7'� p '!� Dirnenslons Snece_7c?ttiov Description RU EROID® '/a sq. roll ASTM D 5147 Heavy duty, polyester reinforced, coated TORCH FR 90 lbs. with fire retardant asphalt modified bitumen membrane, granule surface. RUBERO :D© 30 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with 92 lbs. polymer modified asphalt and surfaced with mineral granules. RUBERO1D® 30 FR 1 sq. roll ASTM D 5147 Non woven fiberglass mat coated with fire 92 lbs. retardant polymer modified asphalt and surfaced with mineral granules. RU3EROID lsq. roll ASTM D 5147 Woven fiberglass mat coated with Polymer ULTRACL/ D® SBS 101 lbs. modified asphalt and surfaced with aluminum, copper or stainless steel foil. Vent Stacks (metal PA 100(A) One way valve vent used to relieve built- and r:as:ic) ASTM D 1929 up pressure within the roof system. CIAF ASTM D 635 Vent Stacks are available in metal or plastic. 5 gallons None Mineral colloidal bituminous emulsion D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. 6 or32 �• IJ. C, -,I' iii:•, "J 1 :dl L).) l illlC Jl f mopping and sur;:acifia Asphalt bulk Types 1, 11, 11I a; .11\i , tncc;;1ied asphalt ' •.c :::': ? �:'iOD 60 kees SEBS modified asphalt ` _._ ruloa a, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION ‘ roc Lact GAFTEMP Composite A GAFTEMP Composite N Various GAFTEMP Tapered Various Composite A Various GAFTEMP Tapered Various Composite N GAFTEMP Tapered Various Isotherm R GAFTF:MP Tapered Various C:`,r 1 EMP Tapered Various Isotherm RN GAFEDGETM ' e c.rio �lre. ASAP Test Product Dimensions 5_pcc1 ic..tlon Description Various 30 !bs. 500 per box Acceptance No: 00 0331.15 PA 110 Polyisocyanurateiwood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Polyisocyanurate /wood fiberboard composite PA 110 Tapered Polyisocyanurate /wood fiberboard composite PA 110 Tapered polyisocyanurate foam PA 110 Tapered polyisocyanurate foam 7 of 32 Tapered polyisocyanurate foam • .pit o ., ward Tapered perlite board t'h 110 1apu.�c h ;e;'i • ta boar it ,ca1u rPr.Forced s ;sir. underlayment PA 114 Pre - assembled fastener and metal and pL. plates ran • Zuloaga, RRC GAF MATERIALS CORPORATION 77 ADz NAMES PRODUCTS MANUFACTURED BY OTHERS: Pyrox Product ACFoa:n I ACFoarn 11 v- Fh .; r;l ` l est Dimensions Specification various various various Hy-Therm Nail -line various Hy-Therm SP various l- v- Therm AP various 1'a; ouS Line .! 7/3" y PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 PA 110 PA 110 PA 110 Polyisocyanurate foam insulation • PA 11 Ga.. li';,,e hPx 3 of 32 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation. Polyisocyanurate foam insulation st.., ... 1 's i i ciori fa: ?teller for and concrete decks Acceptance No: 00- 0331.15 Manufncturcr Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) tielotex. :',tit currc:;t PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) :'onv traction 1'o ;yp,opyienc locK g plate. Construction Fasteners Inc. • (with current PCA) Fraux ;a, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 s" C ! C t Dekfast Fasteners U 1 1 Dekfast Fasteners rc 12 ISO 95= Composite Asphalt Asphalt Primer various High Density Wood various Fiberhoa . • 1; ous Perlite Insulation various i\ ails MR aluminum roof tine Test Dimensions pecification Minimum # 1 ". Product Description PA 114 Insulation fasteners for concrete decks PA 114 Insulation fastener for steel and wood decks. PA 110 Polyisocyanurate / perlite ridged insulation ASTIvt D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer r 110 PA 110 Exit poivstyro;l:: insulation Wood fiber insulation board composite board insulation PA 110 Perlite insulation board - r , a r i,v:r J on wood decks PA 114 Corrosion resistant annular PA 121 Aluminum roof coating various PA 1 10 Gypsum insulation board. 9 oi32 Frank Zuloaga, RRC Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Firestone (with current PCA) generic generic generic generic generic generic Grundy Industries (with current PCA) Georgia Pacific (with current PCA) GAF MATERIALS CORPORATION • K l 2 Roofg ip -14 , Roofgrip Gripdek Fastener I Fastener Hextra Standard Plastic Plate E'NRG'Y - 2 1 S0Roc 7. b : :.ncr Polypropylene Test Dimensions Snecifjc: tton 3" round various various various rounu 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 PA 114 Polyolefin plastic plate PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam PA 110 Polyisocyanurate foam i rockwool composite insulation PA i 14 Insulation fastan::r PA 114 Polypropylene plastic plate 1 o '37 Product Acceptance No: 00 -033 1.15 ib;anufacturer- ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) Firestone (with current PCA) NRG Barr■e -s. Inc. •5;LJ curren' ) NRG Barriers, Inc. (with current PCA) ia!'IUt�Cwring Grote°, Inc. (with current PCA) Olympic ! 'lS ��P:fiaUr1'I fT pup, Lic. \ rb!iGit ::urgent CA) Olympic Manufacturing Group, Inc. (with current PCA) Frank Zuloaga, RRC Roofing Product Control Examiner GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 Olympic Fastener PA 114 Insulation fastener Olympic g12 Manufacturing Group, Inc. (with current PCA) !Olympic Fastener PA 114 Pre - assembled Insulation Olympic ASAP fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener assembly Olympic Felt Fastener and for Base Sheet fastening Manufacturing Base Sheet Disc only Group, Inc. (with current PCA) GlasFast Fastener PA 114 Insulation fastener assembly Owens - Corning Fiberglas Corp. (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Partek, Inc. (with current PCA) various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) Test Product "rotluct Dimensions Sneciff cation Description ix • Insul -Fixx P PA 10 .;�; , ,, ;, Partek, (w; :h current PCA) various 11 of 32 Manufacturer (',vitil c rri�r,i :f PA 110 Polyisocyanurate foam Schuller 1nsi,la.ticn International Inc. (with current PCA) ._ ;i., , _ :;.r,i f,," Si:F i SFS /Stz Qi:.. : •c 3" round PA 114 3" round polyethylene stress SFS /Stadler plate (with current PCA) ";`•. 114 for sieei and wood decks Fronk Zuioaga, RRC The Raw1p1ug Company Inc. (■,vith current PCA) GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 P nv,! Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3'' Plate Super Prep II ru -cast DL t . 1-Fist Ultra. Tru -Fast - 1 P Stru:::ocicck Tes t ?ensions )ecification 2" round 3" round 3" round 323' round various PA 114 Insulation fastener for use steel, wood or concrete PA 1 14 2" round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 3" round galvalume AZ55 steel plate for use with Rawlite fasteners PA 12 f Roof coating PA 114 Insulation fastener for steel, or ‘vood PA 1 14 3.23" round ?alvalume AZ5O steel plate PA 114 r', i arr,vler plastic plate :Product Description Stainless Steel fast: mr for use iu steel, wood and PA 110 High density wood fiber IVI. n ^ifacaare, in The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo - ,Materials, Inc. (with current PCA) Tru -Fast (with current PCA) Tr u-Fast (with current PCA) Tru -Fast (with current PCA) Tru -'=ast (with current PCA) 1 . ` . _!-[ % ; (with cvrr :n. PCA) PA 114 Insulation fastener for use in Tru -Fast steel or wood decks (with current PCA) Wood Fiber odus - alts —„mich cu - ' - ent PCA) Frank Zuloaga, RRC Roofing Product Control Eaar,tincr • • GAF MATERIALS CORPORATION Acceptance No: 00- 0331.15 ,VIDENC SUBMITTED: Testes cncv Test Identifier Description Date Factory Mutual Research Fiv1RC 1996 Current Insulation 01.01.96 Corporation Attachment Requirements Factory Mutual Research J.I. 1 V8A4.AM Wind Uplift 06.28.93 Corporation FMRC 4470 - PA 114 i•actory Mutual Research J.1. 2B8A4.AIv1 Wind Uplift 07.02.97 Corporation J.1. 3B9Q1.AM FMRC 44704 01.08.98 J.1. ODOA8.AM 07.09.99 Factory Mutual Research J.I. ODIA8.AM Wind Uplift 07.29.94 Corporation J.I. 0Y9Q5.AIv1 FMRC 4470 - PA 114 04.01.98 Factory Mutual Research J.1. 3X3A2.AM Wind Uplift 08.02.94 7"1ra', F;v1RC 1470 - PA 114 Factory iviutuai R search J.I. 0Y9Q5.AM Wind Uplift 07.29.94 Corporation FMRC 4470 - PA 114 Undsr,vrite;s 81306, 87NK1 1819 Fire Resistance Classification 01.01.93 I.ahcntori:.s, Inc. UL 790 - PA 114 .. i❑ °_ ,irk X3600.02.95 -! Wind Uplift 02.02.95 PA 114 Corporation 13of32 Frank Zuloaga, RRC Annfino PrnrA„rr (`nnrrnl Pvnminpr a p GAF MATERIALS CORPORATION GENERAL LIMITATIONS: Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory For tire ratings of this product. Insulation may be applied 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 Ibs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. -, 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. 11 no recovery board is used the base sheet may 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 or the shut 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 : Ibs , as tested in compliance with TAS 105. IF the Fastener value, as Held -test d, is below 275 l '., insulation attachment shall not be acceptable. G Fas. nor 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 the specific system. Should the fastener resistance be kss than that rewired, as dottcrmined t)v i... P.'. .I!: tl.� �. ..•.c: , ( -'� 't. l: ._nil .hc s;; • • r :d _ • -,.. .ri L •h Florid :, P. [ ;tgin . , •`' i' .ihl.t Ct !nay $LUii, t lit!! l the. withdrawal resistance value taken from Miami Dade Protocol TAS 105 and calculations in compliance with Miami-Dade Roofing Application Standard R:AS 117. Perimeter and corner areas shall comply with the enhanced uplift pressure of these arras, as 1a ed in compliance ',with Chapter 23 of the South Florida 131. • . l . ol'pecira profile, and /or Hashing, termination ciesiwis sllcli conform with Miami -Dade County Roofing .Application Standard TAS 1 1 1 and the wind load r•i,:n of C hrtp. 23 oi'th:, Sough Fiot lda Building Code. fe desie n!c' 1r SS'.trC Mai atlon .'Ste f chain he 21pi '': hle to r 11 roof Pressure 2)C S , is ' I:. ,._ ,v _.. J .t • C • pC.rthl :i °.r.0 for ::Illh ;n: (L :1c.,s r :`ill1. c:,rr:..,.. and #7 will not be ••/ :i1 of32 Acceptance No: 00 0331.15 Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION • 4 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and th following statement: "Miami -Dade County Product Control Approved ", 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 the 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 required documentation initially submitted, is no longer practicing the engineering profession. Any rovis:on or change in the materials, use, and /or m2nufacture of the product or process sh II autc be cause for ter,nination of this Acceptance, unless prior written approval has been reoucsted (through the filing of a revision application with appropriate fee) and granted by this office. NOTICE OT.T ACCEPTANCE, STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. .1 :.!'.Jt j ;)5, -'lr C Ol '� -- s . c,lcicrserneni ;ii any produc, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date m•. v be disnlzved in ?c+vic -r-t.H •.• liar; rr I`an,/ r•ori.ion of °'•. • :e is d` .en do,. " cr hl° Acc" C `�rIC:`: 1" ';!uli as a ;: prGved drawings and other documents, where it applies, b; prov idea to the user by the manufacturer or its distributors and shall be available for i' ` ` ?1.•: jo: siie ;t al'. °i,,es. Tne copies necc, not be resealed by the engineer. 1 .AND OF ILIHS ACC 'P < 32 of 32 Acceptance No: 00 0331.15 Frank Zuloaga, RRC Roofing Product Control Examiner Location and legal description of lot to be built on: Lot Block STATE OF FLORIDA, COUNTY OF DADE. j ss. MIAMI SHORES VILLAGE 7 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for tltc approval of the detailed statc...enr ur me 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 Of not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address . E s°` E Piro r Registered Architect and /or Engineer ,,,,. VII Name and address of licensed contractor 1- L " C ' 0 z.... l _ �L- � � �rL gr' ml 1/ , Building Inspector Date..._..._... .._.__� �.. _.. , _ No..... I 1 s treet_i .Z v �- fi r, (Signed ) Subdivision _ ._... __..__ Street and Number where work is to be done 1 1 . $ C n T� � T -E Z , State work to be done and purpose of b siding (J y floors )..... _. _�� r+Jo 1� nE rnO ...._..._�......... rt. and for no other purpose. New Building Remodeling Addition Repairs.... No. of Stories _ To be constructed of hind of foundatio t Roof Coveting Estimated Total cost of improvements $.L 7 ai My Commission Expires s.....c 21. o 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 permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Honda Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied %sith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employer 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Rem.uks 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 fads therein by him state e truce.. Permit No..`.°... /...._....... Date Read, Sworn to and Subscribed before me. Disapproved Notary Public, State of Florida (Signed) PLANNING BOARD DATE Citair:nan Mcmbcr _ 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 fmrn the 1'L,nnir.;; 11o.rrd. A re inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.