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445 NE 93 St (5)Date Job Address 1�.C. Tax Folio It- 3aO(.� -)ti -0335 O 0 IM i Mnn S h u C.� b Se_c Cl(1 Legal Description LOT s 'Co 4 t i 4 Owner / Lessee / Tenant L--Nr.;rJ 4 - ?fti C e. Master Permit # j 58Y (n l a SID 1 C,: l vvN '- \ l `i p o > 0_ Owner ' s Address U* ( Co (Z4 4 sJ c c">J Phone 3 01 - - 04 Contracting Co. Miami Roofing Company Address 1585 NE 158 St, NMB, FL 33162 Qualifier DG.vti. givvn SS# - - Phone 940 -7473 TG� r en.r3 W.1 State # Cu. o3646, Municipal #6c-a' fl' Y Competency # Ins .Co. ��� ✓� Architect /Engineer Bonding Company Mortgagor .h o t(1 e. Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION G - v -co.PW TD V4A-T 4 7 7s) o F Square Ft. Pa X 6 OWNER'S AFFIDAVI be done i. compyi authQrii z the a 1 0 Signa Date: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 2 er and /or Condo President / /q 3 Notary as to Owner an or Condo President My Commission Expires: My ConvnP' n Expl ree .AtlY o, 199 Address Address Address Estimated Cost(value) Not My 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. . I certify that all the foregoing information is accurate and that all work will ce with all applicable laws regulating construction and zoning. Furthermore, I ve -named contractor to do the work stated. 411PP bra /' 7 .- 111°11 .--i.,,m.,..ko j domatissiOWrg? in 11 J )WJ sion Expirapsied Troy Fain • InydrAnce he. . _ CC 131422 Sign ature Dat-• or Owner- Builder is State of Florida ** * * * * * * * * * * * * * * * ** FEES: PERMIT 3 RADON C.C.F. / NOTARY TOTAL DUE g / "1 APPROVED: Fire Other Zoning Buildin Electrical Mechanical Plumbing Engineering CONTRACTOR Name pee _ ) t-, cc, 1 ,) 1 License No. cc G 0 5 -I s...(7 .t Address ` /O?O Z 5— l huts/? p "3,50 k Telephone 305 -33 76 61 Fax .505 fr3 SO3�Z Qualifier Name Co (aft C7 ,- f (/ PROPERTY OWNER a � Name T �.�a4 t C srO0 T i �/ License No. CC c e 5 75' 7f Name ts,..s .... S Li? e t a s Address Alteration Interior Demolish Home Telephone Relocation of Structure Shell Only Business Telephone Foundation Only Add'I Attachment Fax Other Add'I Detachment ARCHITECT a � Name T �.�a4 t C srO0 T i �/ License No. CC c e 5 75' 7f Address Alteration Exterior Telephone Repair Fax Alteration Interior TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other ` - The following steps must be taken to obtain a permit frd'ni the Miami Shores Village: Step 1. Job Address: 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 submitted along with this permit application. Step 2. Submit 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. APPLICATION PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other l 'f ' °S E c- Address Apt. Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Master Permit No. Subsidiary Permit No. City Description of Work . Zoning Linear Feet 2`b \tO Square Feet 2. a Units 1 Floors Value of Work q ®d Tax Assessed/Appraised Value Flood Zone State PERMIT APPLICATION 4 �4ad -/3 Zip Bldg Value Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 1 1I ORTANT 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. STATE S gnature • • wner Ilk. PN'r1i�AA.) Personally known RIDA, C • TY OF MIAMI -DADE Print Name Sw y rn ) to and subscribed before me this '7 day of Z Signature of Notary Public /State fef Florida SEAL: . 1p. PU OFFICIALNOTARYSEAL O l� S M VAZOUEZ j q t COMMISSION NUMBER '`Ip'F C'* DD010828 9, " Q Q , ' MY COMMISSION EXPIRES — O p FF� `u`, ELCAMI.4 Lv' Type of Identification Produced: Signal c Print Nam 7 Sworn to and subscribed before me is / day of Z 5 S1 2 Signature of Notary Public SEAL: Personally known PERMIT APPLICATION OR, Produced Identification S +f ridaO. FICINLNO)PRY S .AL o e � < I y COMMISSION NUMBER DD01(1828 M VAZOUFZ 9 / F §� MY COMMISSION EXPIRES OFF' U!AR. 19,2n05 Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE, Dryer QTV. TYPE Outlet, Appliance QTY. TYPF, Service Repair QTY. 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 MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTv. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. 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 PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. 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 CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $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 ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ ��a,S� $ Yo 0, $ 1/ 0 v ( sq.ft. = x/1000 x0.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) $ REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2" AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com A-1 PRESTIGE PRESTIGE ROOFING CORP 7 5- 6' 6 " 2057 1090 E 28TH STREET HIALEAH, FL 33013 tOE_ 63 DATE 02 TO THE PAY ORDER OF A &ft F_, $ q7ef 00/2 X0 Le- 7 4 5 ? f e2C) OCEAN EIANK 2 7951 S.W. 40711 STREET MIAMI, FLORIDA 33155 ".42thrm FOR 44-S Ng c i?)&1--. 0002057e 1:0660 L3921: 0202 L63357005 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/30/2002 Applicant: MATTHEW Owner: SCROGGINS JOB ADDRESS: 445 NE 93 Contractor PRESTIGE ROOFING CORP Local Phone: 305 - 835 -7663 Parcel # 1132060140390 Signed: Signed: Building Permit Permit Number: BP2002 -1327 SCROGGINS MATTHEW ST Contractor's Address: 1090 E 28 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 16 & 17 BLK 51 OR 19424 -3257 12 Fees: Description Amount FEE2002 -4208 Building Fee $172.50 FEE2002 -4209 Buildier's Bond $300.00 FEE2002 -4210 CCF $6.00 Total Fees: $478.50 Total Fees: $478.50 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/26/2003 Construction Value: $9,100.00 Work: RE ROOF MONIER ATLANTIS SHAKE -.` b If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servant or ejployes. (Contractor or Builder) BY: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name 2 P l l G < 1 - Job Address // N E I �� ROOF CATEGORY Ill Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYP E )( ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 210 QO J Z Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof draiei3, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets: I CJ dj-1. -I lJ_I ! 7I !_i J n ~ - ' !�� -IJ_ L _Lu !_!1 J_1 ! 1 J. J 31J_L 1J - ,!JJ + ' LIJJJ J_!_ J y � JJ _ _! 1 .J � _ �_ - 1 !J_1 � W J J_tJ L -j- -+- _L: " 1 1_1_1. JJJ�1_ ' —1_4 L1J J lJJJ y L, {� '_ Z! 11 1 1 j I 1_1_11 ; 1, 1 1 1 it - _ L J_ ! _J J_.l J_ - ' JJ J � JJ JJJ_1_1.JJ ' + 'J_L :J_ J 1 { I 1 J J 1J 1_1, � -a. 1 . 1_ _1.. I L1 _1 ! _1_1_41_ 1 ' LiJ_!J _1_1_J _1 1__1_:J-4J_ _l_ LJ J_ � Li J.J ' —:_1�_ 1_7 _I_L _I__J__ _1_1_1_1 ! �_. 1 'J_. I� Ll_ _�_1_. 1 _1_4_1_ __:J_J_I L _I !_I_.!. 1 _ J_J JJ�_.I J_` _1_1_1_ J_!_... __1. I 1 _ - I _l��Y _1_L�_ J�_LL �J_ 1 ! J J !_ JJ_JJ _1_ J _LI_ _f - .� -_1J._ '_1_14 - ,J _ 1 1 I 1 WI" c - .1411 ` 11 - -- -- JJ_1_L1� ...1_1_1_1_1 „J J J_' 1 L L� J � L �J_a �- J_1 J_L ' JJ ' ' _1_ J 1 I L:_LJ_ J -J JJ_._L!_.:J i i __._ JJJ_l ' J_ _1JJJ_'J JJJJ _ JJJ J rt._ �. J_fJJ_��_•' — J d J_1_!_! , ' JJ_J_1 J_.J_ Jt_1.J.JJ__ - _L !-1 U • i_ ! UJ _ - ! ' ! 1J_L1J_.LI J JJ ' J __i_l_J.1�J _;J 1: -j �- J _ I J JJ__IJJ ! J_ J. L!J _ J_ ! 1_1J..1 1J� J _ !J IJ_ J_ ! . 1 1J_IJ_IJ_ ' J J J_L' JJ-! t 1 1 • i IJ I JJ_.J ' I:; 4 i 1 I J i, I 4 L; I. i i _II I I, i I 4_ I� .1 JJ_!� f--;;JJ 1 J_ 1 J_ ' il_ J_! J�_LEI 4 i! I '_J -. 4 J i 4 - ;'1 1 �� _4_, f i 'J� 1 . 1 1 CI . 1 1 1 14 ; J_,! f I - I . I .' I 1 J 1 " - 1 1 1 �� 14 1 1 �i 1, �� I • • � 1 ' 1 J __JJJ_ _ _JJ _1J_1 'J UJ_ _. _i_i�J_ JJJ . _i _ JJ_1J 1J�_'_ J__J_L1_ _JJJ } t_.l__! - i J 'J J_ _ • _! ■ 1 a_i_.= '_ _ .1_j_:_ i_1 ' J�L !__1JJJ_1J_!j_J_' , ! J_1_1 —+ ''1_l JJ_ 'J_; J�_' !_l_ �.___ _4_I_ _11_1 ' _i_i_ _I- JJ_1J-.1_ _1-.4_1_1_1_ JJ_.1 aJ_ J__L ....1J J_.iSJJ_i_'JL_ 1 1 ! _l_l__!_ _iJJJJ_L l_L_ �J_ IIJJ UJ_ 1J_1_f JJ LJ_1_LI I_ r JJ_J ' JJJ_1_1_1_1_1_ _ J�i_1_ J_1_UJJ1 _ _JJ_ _J_ J_ I lJ �J�.J. L 1 _1 LS J - J 1 1 `i -- 1 I 1 1 I I I , 14 4 I �JJ L_ t _;.-I I i J 4 �J.__i i : 1.1 V J 1 ....L1 J i JJJ LJ 1 1 I.IJ Li J ' 1 .1JJ • -, 1J_1 L G -J 1 1-4 1 1 JJ 1 _1_1 J 1' J _1 J 1 J J JJ _.4 1 ; 'J J JJ� J 1_ 1__1_,__1JJ I L1J _i__L_ J 1- �J ' _J I '� J J_' J J� 'JJJJ _L-1 1 1 I J I J •�JJ 1 Li _ J_ f �!�� ' IJ__l� J=1 - 1 _ !JJJ JJ J_ �_ ._1J_ - IJJ�-J_.J� JJ._L I 1 I i� /_i.!_l� ! _._.JJ J JJ_ ' _J�_ ' ' 'JJ_IJ JJ_ J _ J_ i J_ U J !n_I --- -i • �� 1 ' I I , 1� '�� JJJ I_i_� JJ JJ '� Qi J J ib J !f � . L _ 1 Ll.a- -;-1 J 'J '- 1- J- J= L1 �J- ! -f--l � �Li_..__L: -! 1 1 1JaJyl J_ J rt ' 1, I 4 t, // Roof System Manufacturer: 6I7Ie2 i-iJ;5 Notice of Acceptance Number: '”' `) /c - 0-7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: - 7 7 ' 4, P2: lad• 6' P3: - l 00 '(a Maximum Design Pressure JFrom the NOA Specific System : ! /l _ Method of tile attachment: U l " 3 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: : 12 Section D (Steep Slog Roof System) Steep Sloped Roof System Description Deck Type: P�v tz oo d cg, ype Underlayment: Insulation: Ridge Ventilation? /` Fire Barrier: Mean Roof Height: l� g ,o/A astener Type & Spacing: dhesive Type ype Cap Sheet: / Z) 1 °17,4 - r- /45�,� 3/2 oof Covering: je e/d (zec 4 L.A 4 Type & Sze Drip Edge: A - 4e-l2, i i - Zr,� 7 /4 3 2& czoe. Where to Obtain Information Description Symbol Where to find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE baud on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M< Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance Fr Calculated Average Tile Weight W NOA Tile Dimensions t= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance' Roof Height 15' 20' - 25' 30' 40' Mean — Roof Slope l 2:12 34.4 36.5 381 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34:9 6 :12 26.4 28.0 29.4 30.5 32.4 30:0 7:12 - . 24.4 25.9 27.1 28.2 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 with the values from M If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Bas d Tile Calc%la (P,-tz 0*P = P. -Mg: /) = 1 4 . (Pa / kzXO =a •1 —Mg: (P -i 21 4 z X r) — Mg: = Mr ons Per RAS 127" NOA Mi NOA Ai Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 3 Z ' Z NOA A1r / //� • 9 *Must be used in conjunction with a List of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P : z I: = z w: _ ) — W: z cos 9: = F NOA F' (P z1: = z w:= ) — W: z cos 9: = F NOA F' (P zl: = z w:= ) — W: z cos 9: = F NOA F' SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the'Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or 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 =ailed 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). 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. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be v'ewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in erior 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. / , / C72- Date CAINta roes awl Sele.vtr.m.uwfl.ier.Rrr. ) INene 111.04.h4II (CT1l1M Inli.r Contra tor's Signature Jul 22 02 07:48a surniland core PRODUCT CONTROL NOTICE OF ACCEPTANCE; Monier Lifctilc LLC 135 NW 20 St. Boca Raton CONTRACTOR ENFORCENIEN'r SECTION (30i) ;1)- F.AX (305) PItODUC'r CONTROI. of )S(O.s Your application for Product Approval of 00: 3 FAX 1 505) 372.6310 .ltlan,tis Shake and Slate Flat Profile file tinder Chapter S of the Code of Nliarni -Dade County 2overrung the use of Alternate Materials and Topes Construction, and completely described herein, has been recommended for acceptance by the \ti_uni- I?adt: 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 rig,ht to secured- 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 manner, I3CCO rnav revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fail; to meet the requirements of South Florida I3uiidin Code. The expense of such testing will be incurred by the manufacturer. Acceptance No. :99- 1012.07 (Revises No.: 98- 060 - 1.01) Raul Rodriuez Chief Product Control Divisio• THIS IS THE COVERSHEET, SEE ADDITIONAL-, PACES FOR SPECIFIC AND GENERAL. Expires:12 /16/2002 Approved: 12/30/1999 FL 33431 CONDITIONS LiUILDING CODE & PRODUCT REVIEW COMMITTEE 305 883 0113 p.1 MIAMI -DARE COUNTY, FLORID METRO -DADE FL.•\GLER BUILDI:N'C BUILDING CODE COMPLIANCE OFFICE METRO DADE FLAGLER alJILDiNC Is0 \VEST FLAGLFR STREET. Surr- !60; - NI! AMI. FLORIDA t 3130.156., (305) 375 -2v01 FAX (305) 375 - '90; cOsTRAcTot? LtC1•:.NSINc; (305) 375.2527 F.AX (' 3 -'5S>t This application for Product Approval lid; been reviewed by the 13CCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. i ct S �/ r '. ,4Cd ''' ranciscr Quintana. R.,\ Director rV lianli- l):Tdc County Bui!din . Code Compiisince OI'. Jul 22 02 07:48a sunniland corp r., MONIER LIFETILE LLC ACCEPTANCE No.: 99- 1012.07 I. SCOPE This revises a roofing system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, I994 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. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Product Rainproof 11 Ice and Water Shield NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Category: Prepared Roofing Sub Category: Flat Profile Tile Test Dimensions Specifications 1= 15" w = 10 3/8" 1 1 / 4 " thick 1= varies w = varies varying thickness 2.1 Components or products manufactured by others Test Dimensions Specifications 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll PA 103 305 883 0113 p. APPROVED :December 30, 1999 EXPIRES :December 16, 2002 Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 1 1 2 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2 Product Description Self- adhering uncle Manufacturer PA 104 Single ply, nail -on Protect- O- \Vrap, underiayment with 2" Inc. self - adhering top (witli current NOA) edge. W.R. Grace Go. wit cu NOA) Frank Zuloaga, RRC Roofing Product Control Examiner /' Jul 22 02 07:48a sunniland corp MONIER LIFETILE LLC Product Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Ti lcTiteTM ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar %:1140 ") Roof Tile Mortar ("BONSA Le Roof Tile Mortar M ix") Roof Tile Adhesive ( "Polypro® A1-1160") NOTICE OF ACCEPTANCE: Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" 48x 2 %" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread d ia. N/A N/A N/A N/A Test Specifications Wood Preservers Salt pressure treated Institute LP — 2 or decay resistant lumber battens PA 114 Appendix E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA 3 305 883 0113 p.3 ACCEPTANCE No.: 99- 1012.07 APPROVED :December30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile appl ications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Frank 2uloaga, RAC Roofing Product Control Examiner Manufacturer generic generic generic Bermuda Roof Company, Inc. with current PCA Quikrcte Construction Products with Current PCA W. R. Bonsal Co. with current PCA Polyfoam Products, Inc. Table 1: Aerodynamic Multipliers - A. (ft') , SI (ft') Direct Deck Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile Jul 22 02 07:48a MONIER LIFETILE LLC Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 3. LIMITATIONS sunniland corp NOTICE OF ACCEPTANCE: Dimensions Factory premixed canisters Clips Min.' /" width Min. 0.060" thick Clip Fasteners Min. 8d x 1 %" Test Specifications See PCA PA 114 Appendix E 4 305 883 0113 ACCEPTANCE No.: 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 STANDARD CONDITIONS 6 Product Description Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Manufacturer Flexible Products (with current NOA) Generic 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 underlayrnents 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. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4. 1 Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.Z Data For Attachment Calculations ran uloaga, RR Roofing Product Control Examiner p. 4 Table 3: Attachment Resistance Expressed as a Moment - M, (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & State Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw 19.0 Shank Nail (Eave Clip) 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' [ 50.3 65.5 [ 48.3 I Installation with a 4" tile headiap and fasterners are located a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.3' 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TiteBond Average weight per patty 13.9 grams. Potyfoam Product. Inc. Average weight per patty 8 grams. Table 2: Restoring Moments due to Gravity - M (ft -tbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct0eck 6.0 5.9 5.8 5.6 5.5 Jul 22 02 07:49a sunniland corp MONIER LIFETILE LLC .305 883 0113 p.5 ACCEPTANCE No.: 99- 1012,07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5 Flank uloaga, R.RC Roofing Product Control Examiner Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PoIyProTM 118.9' PolyPro TM 40.4 4 Large paddy placement of 45 grams of PolyPro" . J Medium paddy placement of 24 grams of PolyPre". Table 4B: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 .u1 22 02 07:49a sunniland corp MONIER LIFETILE LLC 305 803 0113 p.6 ACCEPTANCE No. : 99- 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Roofing Product Control Examiner 6 !� Jul 22 02 07:49a sunniland corp • MONIER LIFE,TILE LLC .;;:-.:■:, ACCEPTANCE No. :99-101207 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS PROFILE DRAWINGS WAIERLOCK 305 883 0113 p.7 MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Frank Zuloaga, RRC Roofing Product Control Examiner Jul 22 02 07:50a sunniland corp MONIER LIFETILE LLC ACCEPTANCE No. : 99 1012.07 APPROVED :December 30, 1999 EXPIRES :December 16, 2002 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. 2. 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 produce (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 granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 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 displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as welt as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. 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 1 through 7 and this last page 8. END OF THIS ACCEPTAN 305 883 0113 p.8 Frank Zuloaga, RRC Roofing Product Control Examiner Florida Building Code Edition 2002 . High Velocity Hurricane Zone Uniform Permit Application Form. FiII in Specific Roof Assembly Components end Identify Manufacturer (!f a crC, is not used, id .nt.fy as - NA") System Manufacturer. l r �f f 0 Lb8- 0 t4OA No.: 02- Design V;ind Pressures, From RAS 128 cr Calculations: Prr.ax 1: , Frnax2: 7 ' 3 Pnax3T l3 / Max. Design Pressure ron th Sp cifc':OA System: • Deck: Tvice: Gaugeri r -� Anchor /Ease Sheet & No. of Ply(s): ?+ -75 1 f Anchor;Base Sheet Fasterer,'3oQding Material: 151 S Tin 1 Fs?) ! ` I 4 � rl4) 5 1�. Ir.s.:la on Ease Layer. /VA Base Insulation Size and Thickr.ess: Ease Insulation Fa Top insulation Layer. 001 Section C (Low Sloped Roof System) sterer,pinding Material: ,0/4 /A Top Insulation Size and Thickness: Top Insulation Fastenerrc.gn)tng Material: Base Sheet FastenV / Ang Material: Base Sheet(s) & No. of Ply(s): / / k �1— Ply sheets) & No. or Ply(s): PI Sh Fastn rroo di t.latera!: Top Ply: t‘--t 1 n E/ � �✓'-c ��G'� Top PI Fas'ener/ Bonding Ma' ial: py s �jVl A -C� 1�T5 i i't� 3 ! Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc C Lap, f Rows © oc Field /N i Perimeter. "oc C Lap, r Ro':.s 7` ©! ' oc Caner. ' ocCLap,RP.o•. :s @ -oc Number of Fasteners Per Insulation Board 1 �i /Corner /t-� Pr. ime : =_r // r ' lilustrrte Components Noted and Details as Applicable: .1`;oodblocking. Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashinc. Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Ease Flashing, Component t.lateriat, Material Thickness, Fastener Type, Fastener Spacing or Submit Vanufacturers Details that Comply with P. S 111 and Charter 16. • 1 i FT. ri . Parapet Heicht Mean Roof Height • . 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (tGFU)- Contin Top Coat (Optional): "Gacoflex UA-65" Series (various colors), applied at 1 gal /sq or "Gacoflex UA -60 ", applied at 1 -1/4 gal /sq (12 dry mils). Deck: N C Incline: 1/4 Foam: 'Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly - foam 303 ", 1 in. min. Base Coat One or two applications " Gacofex UB -64 ", 1 ggal /sq/ application (12 -24 dry mils). Surfacing "Gacoflex UA-65" Series 1 gal /sq or "Gacofiex UA -60 ", a pplied at T1 /4 gal /sq (12 dry 1S). Incline 1/4 • • a Deck: NC . Foy. -1: "Poly-1.5o" or "Poly-15o Special" with "Polyfoam 251" or "Poly - foam 303 ", 1 in_ min. Base Coat One o: two applications "Gacofiex 15B-7050", applied at 1 /so/application or three applicatiors, applied 1 -114 gal /5q/ application (16-32 dry mils). s S�.acinc Caccaex 1:A -_= Series (vaicuss colors), applied 1 cal /_ q (2 dry r..ilsl. 30 Deck: NC Incline: 1 /2 . •Pol -Imo" 0: "POIy -Is0 Special" with "ioyf&arn 251 - " cr "Poly Foam: •- '• " - iaa- 303 ", 1 ^. min. Ease Coat One or two applications "Gacofiex 1.3-7050", applied at 1 gal/sc./application or twee applications, applied 1-1/4 gal /sq/ a:pH:adon (16.32 dry mils). Su-,acin=• "•Ca :_riex 1:A-60" Seriies (van, us colors), plied 1 cal, sq a• (15 dry In 21. Deck: \C Foam: "Poiya.:•" o: 'Poly -iso Special" with "Pohioar 251" cr "Poly - foam 303 ", 1 r.. mi^.. Base Coat "Gar :Sil 5- 1030 ", applied at 1 gal.'s: (10 dry r-.is). Surfacing: "Ga :otiex S- 1000 ", applied at 1 cal /so. (10 dry :mils). 31 Deck: NC Incline: 1 Foam: 'poi 251' or "Polvfoan 303", any thickness. Sur a _.nc. Ca :....'_x I:re- Shield 7007", 40 dn• � i.is. 33. Deck: NC Inclile:2 Foam.: "Polvica--n 275 ", any thickness. Base Coat "Ga:o :;ex A-6211 ", 1 -1/2 cal /sd (14 dry mils). S - :acres - Ga :ofiex A -6203" series (various colors), 1 -1/ `ai /sq (14 dry mils). ti. Deck: NC Incline: 2 Foam: ?oiyfpa.:. 251, Poly:oa.:, 275" or Peiyicam 303 ", a,' . thickness. Base Coat One c: two applications "Cacc Tex LB- 7050 ", , plied a: 1 (16 -32 dry mils). S: .acing C-.e ap,olication of "Caco2ex .A-__ Series (vafio' s colors), applied at 1-1 _ _= a1 /sc. (13 d_-v mils). 33. Deck: NC Incline: 1/4 Foam: "Pcivfoam 251 ", "Poivfoa -1 275" or"Polvfoa- 303 ", any thick- ness. Base Coat "Gacofiex 15B-6z," applied at 1-1/2 gal/sq. (1S dry mils). Trowel Coat 30/60 mesh coshed t.aL.ut shells mixed at a rate of 5 Po/gal ki h "Gacofiex 13-6-," applied at 1 -1/2 gal /sq or "Gacoflex 13-64 ", applied at 1 -1/2 gal /sq (18 dry n-Jls) followed by the broadcast ap of 30/60 mesh eusned walnut shells applied at 7 -5 ibi sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 gal /sq. (6 dry mils). GAF MATERIALS CORP R1306 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alte.;.ate to Type G2 base sheets in any of the following Classificabors. 1/2 in thick (rain) gypsum board or 1/4 in. thick (min) Georgia-Pacific - Dms-Dec1:0" ove:lavment board may be used in any exis5ngg noncombus- tible deck Classi5ca6on. When this is done, the resulting roofing system is acceptble for use over combustible (15/32 in. min) roof decks. The joints in tIle gypsum board and"overlavment board are offset 6 in. with the )joints in the deck if polystyrene is part of the roof system, it must be placed below the overlavment board_ s' multiple hot asphaltAFGLPS Ply 4" or "Ply 6" may be adhered to 'GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over ems ing roof sYstmns. GAFGLAS Perlite Insulation may be utit :7Pd as a cover board over "EVE-R- 1ARD insulaton in any of the following systems. =T ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT G2 asphalt glass mat base sheet ( "GAFGLAS P75 Base Sheer or GLAS i 0 Premimurn Base Sheet" ) is a suitable alternate for Tvpe G1 ;.�phalt glass Sher ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6") in the LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (fGFU) Contused Class A. B or C roof systems indicated below. The roof deck may fast be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS St-atavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent-Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. t As an option Tvpe G2 asphalt glass mat base she -et ( "GAFGLAS 4175 Bare Sheet", "G.AFCl_AS t:SO Premium Base Sheet" or "GAFGLAS St atzvent (Vent -Ply) for nailable decks" ) may be substituted for GI asphalt glass fiber ply sheet ( "G-.: GLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply: or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A. 5 or C systems listed below. When "pe :e" is reference'' is includes "G.A E 2 P= RMALITE " or a. -v other Classified per' (ite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A. o c: C s:'s:e:rs us:e Structural cement ,fiber building units are considered suitable to be included as a deck in the follc•f•inc Class A, 5 or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Cass A. 5 or C systems does not adversely of ect the rang. The use of 1/2 in. min gypsum board is an acceptable alte -ate for insulation over C -15/32 de.:..ks. The use ci _alvsn'rene insulation board between 3!= p erlite board 169 and deck y. h c <n .a pe- (peri:e'ros.n p ., aperirolvsry�e,re....e) ,_ 3 " s te�a.'ter._._ for roc anurare board in t5o .c?io Cass 1, o o: C systems. _ •G -_": :so_ ern RA", .G_ i_. Tapered isother.. RA" and "C A:: _'1? Comps iteA" i7.EV be sups : ited for a=ny iso:,anurate its::, on in any of following Classincations. Trumbull "lie-ma Moo" may be utilized with ar.v of the foliow(fig "Asphalt Felt Sys :e -:• : .h clot Hoofing Asphalt ". C._5 =lib Premium Base Sheet may be used any of the following = ex 71% 6" a suitable a'.:e . :e to •'CAF :Ia_s Fly 6 ". •` recover Board" av be used e p °_ :' :i `. ,. G.A'. = >:' :'e- :z(s :e " ,, .rues in 5 ?:r of any , ,r. a.-.v of the folloy.:.ng NC Ciassi ::cariors . Cass .k, 5 and C - riot o _ _ asp-.alt, for use with 0 - Panic and gia m_ .el:s or modified bir..:n.n .. bero . . Held.. S3S roofing mom. brave: . - b used .n li c: 'Rug_ :c_ - - 335 products in a.- applicable C':ass5caion. - Class A 1. Deck: G:_: Incline: 3 Insula=on (Optional): One c: mere lavers pe :ii :e, wood:noer, class fiber.:so:.•ancrate, urethane, periiteiisocranurate composite, 7e :lite/ u:e_.a_n? composite, :pod fiber / iso:canu::a :e co:-:,poste, phenolic. any .i:kr. ?: s. Plc Sheet Three or more lavers Type Ci "C. 1 S Ply 4" or "G.-= G:.. -.5 Fly 6 ", hot mopped. Surfacing Gravel. 4. 5. Insulation (Optional): One or more layers 7e lite, wood fiber, class fiber, i9oc.anL' :ate, urethane, ?erite /isoc'anu:ate composite, pe :iite/ ure1: - - ,e composite, wood fiber ,'isocvanu ate composite, phenolic, any •hic r ess. • Ply Sheet Three or more lavers Tyre G1 "GAFGLAS Ply 4" or "GAFGLAS ?(y 6 ". Cap Sheet One layer Tyre G3 "GAFGLAS Mineral Surfaced Cap Sheet". Deck N name: - Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanu:ate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GI-A5 Ply 6". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet' Deck NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 M. max, hot mopped. Ply Sheet Any Ul_ Classified gravel surfaced Class A asphalt glass fiber mat system. Deck C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. MIA MI'OAOE BUILDING CODE COMPLW'CE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) t_t4F Material Corporation 1361 Alps Road Wayne, NJ 07.170 SCOPE: 11AM1 -DADE COUNTY, FLORIDA METRO -CADE FLAGLER BUILDING 110 \ \ FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375 FAX (305) 375.2908 This NOA is being issued under the applicable rules and reculations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in \iiami Dade County and ether areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall net be valid after the expiration date stated below. The Miami -Dade County Product Ccntrol Division (In \1iami Dade County) and'or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A1-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -U Roof System for Wood Deck, LABELING: Each unit shall bear a permanent label with the manufacturer's name or 1oeo, city, state and following statement: "Miami -Dade County Product Control .Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there hzs been no change in the applicable building code nezatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and,'or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for - sales, advertising or any other purposes shall automatically terminate this YOA. Failure to comply with any section of this YOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the Nvords Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. LNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaea. RRC NOA No: 02-0408.09 Expiration Date: 11/04/03 A pproval Date: 05/23/02 Psge 1 of 21 rAY 23 2022 22 :e.5 'ax . PA E.01 ROOFING SYSTEM APPROVAL - Cateoon•: Sub- CateEon- Deck Type: Maximum Design Pressure Fire Classification: TR.DE NAMES OF PRODUCTS \LA UFACTtRED OR LABELED BY APPLICANT: TABLE 1 Product GAF .Asphalt Concrete Primer (Matri.xT`{ 307 Primer) GAF Mineral Shield® C- ranules GAF WeatherCoat) Emulsion (Matri \ru Fibered 305 Emulsion) GAF Premium Fibered Alurpinum Roof Coating (MatrixT'-`r System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack .all Weather Plastic Cement ( \latrixr`t Standard \Vet•Dry Roof Cement 204) - RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS) #75 GAFGLAS =80 Ultima Base Sheet GAFGLAS Flex Ply TM 6 9 Roofing BUR Wood -75 psf See General Limitation 4'1 Dimensions 5, 55 gallons 60 ib. bass 5 gallons 1. 5 gallons .ASTM D 2824 Fibered aluminum coating. 1. 5 gallons Test Specification ASTM D 41 .asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. AST\1 D 1863 Granules for surfacing of exposed asphalt. cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. Product Description ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. 5 galleys ASTM D 45S6 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 45S6 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. 39.37" (1 meter) ASTM D4601 Asphalt impregnated and coated, fiberglass wide base sheet 39.37" (1 meter) ASTM D 2178 Type VI asphalt impregnated glass felt \vith wide asphalt coating. NOA No: 02. 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 2 of 21 Fax • ,=c:_.22 Product GAFGLAS Ply 4 GAFGLAS V Mineral Surfaced Cap, Sheet GAFGLAS TP • STRATA\'ENTA Eliminator Perforated GAFGLASA Flashing GAFGLAS STRATA \ Eliminator Perforated Nailable RUBEROIDS SBS Heat- \\'e1dmi Smooth RLBEROIDV SBS Heat- \\'e1dmi Granule RLBEROIDV SBS Heat- \ \'e1dr f 170 FR RLBEROED SBS Heat- Weldmi PLUS RLBEROIDt SBS Heat -Weld PLUS FR RLBEROIDV SBS Heat- \Ve1dr`t 25 RLBEROID Modified Base Sheet Ruberoid? 20 Ruberoidg. Mop Granule t.AY 23 2022 22 :4S Dimensions 39.37" (1 meter) w1 de 39.37" (1 meter) wide 39.37" (1 meter) wide Vari ous 39.37" (1 meter) wide 1 meter (39.371 wide 1 meter (39.37" wide 1 meter (39.371 wide 1 meter (39.37' wide 1 meter (39.371 wide 1 meter (39.37') ti'ide 39.37" (1 meter) wide 39.37 "(1 meter) wide 39.37" (1 meter) wide Test • Specification ASTM D 2173 Type IV asphalt impregnated glass felt Nvith asphalt coating. ASTM D 3909 ASTM D 4S97 D 3672 ASTM D 4S97 D 3672 ASTN1 D- 6164 ASTM D- 6164 ASTM D- 6164 ASTM D- 6164 AST\1 D- 6164 ASTM D- 6164 ASTM D4601, Type 11 UL Type G2 BUR ASTM D 6163 ASTM D 5147 ASTM D 6222 AST\1 D 5147 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides Nvith asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating Nvith factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt- Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non- \\ Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire • retardant polymer modified asphalt and surfaced \ ith mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non- \Voven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Prernium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 02. 0408.09 Expiration Date: 11/04/03 -approval Date: 05/23/02 Page 3 of 21 =ax PP. E.03 • Product' Rubcroid$. Mop Plus (Granule) . RLBEROID MOP Smooth RLBEROID?= MOP 170FR • RLBEROID A MOP FR RLBEROIDR TORCH Smooth RLBEROIL TORCH Granule RLBEROID TORCH PLUS (Granule) RLBEROLD TORCH FR RLBEROID 170FR TORCH RLBEROIDR 30 RLBEROLD 30 FR RUBEROID ULTRACLAD S B S RUBEROIDV Dual FR 23 ?7.:47 Tcst Product Specification ,.V:tci ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with ASTM D 5147 polymer- modified asphalt and smooth surfaced. Dimensions 39.37 "(1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37";1 meter) wide ASTM D 6164 ASTM D 5147 ASTM D 6164 AST\f D 5147 ASTMD5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. 39.37" (1 meter) ASTM D 5147 Asphalt impregnated, coated felt surfaced wide - with mineral granule. 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, asphalt wide ASTM D 5147 modified bitumen membrane, gr anule surface 39.37" (1 meter) ASTM D 6222 Heavy duty; polyester reinforced, coated wide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. 39.37" (1 meter) ASTM D 6222 Heavy duty, polyester reinforced, coated \Vide ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. 39.37" (1 meter) .AST\f D 6163 Non -woven fiberglass mat coated with . wide ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. 39.3 7" (1 meter) ASTM D 6163 Non -woven fiberglass mat coated with fire 'side ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. 39.37" (1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. 39.37" (1 meter) ASTM D 6164 Non- woven polyester and fiberglass mat Wide ASTM D 5147 coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NOA No: 02.0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 4 of 21 Fax F4 = =.04 Product Vent Stacks (metal and plastic) GAF Aluminum 5 gallons Emulsion GAF Aluminum Roof • 5 gallons Paint (Matrix® System Pro Aluminum Roof Coating Fibered :02) GAF Built -LTp Roofing 100 lb. cartons, pat ul- RUB EROID MOD Asphalt Asphalt L g Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle -Mate Underlaymcnt TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote NiB, (Matrix 715 N9 Coating) TopCoat MB-4-(Matrix 715 MB Coating) \VeatherCotemi (Matrix 531 \VeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (RuberoidiMB) Matrix 201 System Pro SBS Flashing (Ruberoid MB) Matrix 102 Select SBS Adhesive r'..ar 23 2022 22 :47 Test Dimensions Specification 60 1b. kegs 39.37 "(l meter) wide 39.37" (1 :peter) wide 4 sq. roll :0lbs. 5 gallons 5 gallons 5 gailons 5 gallons 5 gallons 5 gallons 5 gallons PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2S24, Type I Product Dcscri lion One way valve vent used to relieve built -up pressure within the.af system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non-fibered aluminum pigmented, asphalt roof coating ASTNf D312, Interply mopping and surfacing asphalt Types L IL III and IV SEBS modified asphalt ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 3909 Asphalt coated. glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underla■•ment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. 5 gallons ASTM D3019 Cold Applied Modified SEBS Asphalt Adhesive. NOA No: 02- 0.108.09 Expiration Date: 11/04/03 ,approval Date: 05/23/02 Page 5 of 21 Fax Pr *E.35 (Ruberoidt' \iB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement . \Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RtBEROID8 \Modified Bitumen Adhesive APPROVED L\SULATIONS: GAFTE\IP Isotherm R. RA. RN & Composite. Energy Guard RA GAFTE\Pt Composite A & N (B\1CA)GAFTE\1PR Fiberboard GAFTE \fit Permalite GAFTEMP GAFCANTTM GA.FTE\iP Permalite Recover Board GAFTE \1P GAFEDGETht Tapered Edge Strip BNICA Energy Guard. RA BNICA Composite EnergyGuard. RA PVROX \ \lit_ Line Product — 2: 2322 22: Product Name Test Dimensions' Specification 5 callons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons AST\M D45S6 AST \1 D45S6 AST\M D45S6 AST\i D301 9 AST NI D 2824 ASThI D2824, Type I AST\{D3019 Type II TABLE 2 . Product Description Polvisocvanurate foam insulation Tapered perlite board Fibered aluminum coating. Polyisocyanurate foam insulation with high density fiberboard or Perrnalite perlitc insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board (BNICA) GAFTE\1PV High Density High density wood fiberboard insulation. Fiberboard Polvisocvnurate foam insulation Polyisocynurate:'\vood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. • Cold Applied Asphalt Adhesive. Non-fibered aluminum pigmented. asphalt roof coating. Fiber reinforced, rubberized Adhesive \l anufacturcr (With Current NO.A GAF Materials Corp. GAF ?Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. B.\ICA B \ICA Apache Products Co. Apache Products Co. NOA No: 02 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 60121 Fax FA c .126 APPROVED INSULATIONS: Product Name ACFoam L II & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density \Vood Fiberboard Perlite Insulation Dens Deck E'YRG'Y -2 & E'\RG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Product Number Name 1. GAFTITEV (Drill -Tec 3) 12 Standard & ' 14 Heavy Duty Roofing Fastener 2. GAFTITE (Drill Tec$) ASAP 4. 5. 6. 3. GAFTJTE) (Drill- Tec£1) Base Sheet Fastener and Plate GalyaTume Plates (Drill - Tec£uMetal) Polypropylene Plates (Drill -Tech Plastic) Dekfast Fasteners g12, 14 & =]5 rAv 23 2322 22 :49 • TABLE 2 Product Description Polyisocyanurate foam insulation Polvisocyanurate foam insulation Polyisocyanurate.perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Pcrlite insulation board Water resistant e psur board Polvisocyanurate foam insulation Glass fiber;Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFiI1 Fasteners and metal and plastic plates. Base sheet fastening assembly. Round ealyalume stress plates. Round polypropylene stress plates. Insulation fastener for ■vood. steel and concrete decks Dimensions Manufacturer (1Vith Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns Manville Johns Manville \fasonite. R \Tax, Inc. Partek. Inc. ...Manufacturer (With Current NO.-\) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 ?" GAF Materials Corp. 3" and 3 1 /2" GAF Materials Corp. Construction Fasteners Inc. NOA No: 02- 0408.09 Expiration Date: 11/03/03 Approvnl Datc: 0523/02 Page 7 of 21 . ax • FA --_.37 APPROVED FASTENERS: Fastener Product Number Name 7 Dekfast Hex Plate 8. Dekfast Lock Plate • 9. 4 Roof2 ip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener =12 & 414 14. Olympic Fastener .ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul-Fix.x Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates "Et 732, 2 TABLE 3 Product Description Galyalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galyalume stress plate. Polypropylene round plate Insulation fastener assembly with:e:essed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round ealyalume AZ55 steel plate 3" round ealyalume .AZ50 steel plate Insulation fastener for steel and Nvood decks 3" round ealyalume .kZ5O steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round ealyalume .AZ55 steel plate Polyethylene plastic plate Manufacturer Dimensions (\Vith Current NOA) 2 7/8" x • 3 './4" 3" round 3 " square 3.2" 3.25 " round 3.5" round 3" round 3" round SFS /Stadler 3" round SFS: Stadler The Tru -Fast Corp. 3" round The Tru -Fast Corp. 3" round The Tru -Fast Corp. Construction Fasteners Inc. Construction Fasteners Inc. IT\V Buildex Corp. IT \V Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Nianufacturirig Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFSrStadler NOA No: 02- 0408.09 Expiration Dale: 11/04/03 Approval Dale: 05/23/02 Page 8 of 21 Fax P :E:33 EVIDENCE SI:EMITTED: Test .aeencv Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Dvnatech Eneineering Corporation Dvnatcch Enginccrin2 Corporation PRI Asphalt Technologies, Lic. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. Fl. MAY 23 . 2022 7 2:53 Test Identifier FMRC 1996 J.I.2B8A4.AM J.I. 3B9Q1.A. \1 J.I. ODOA8.A \1 J.I. OD118.A. \1 J.I.0Y9Q5.A. \1 J.I. 3X3 A2. AM J.I. 0Y9Q5.AM 3600.02.95 -1 4452.02.95 -1 GAF- 012 -02 -02 GAF- 020 -02 -01 02 -005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4.470 -PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA114 Wind Uplift PA 114 Physical Properties ASTMD4977 T. \S 114 TAS 114 Date 01.01.96 07.02.97 01.08.98 07.09.99 07.29.94 0.4.01.98 08.02.94 07.29.94 02.02.95 02.02.95 11.06.0i 02.01.02 01.18.02 03.22.02 NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 9 of 21 Fax • PA7_.29 Ply Sheet: Deck Type 1: Wood, Non- insulated New Construction or Rcroof Deck Description: 1 9 / 31 " or greater plywood or wood plank decks S } Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS =80 Lltunar" Base Sheet, STRATAVENTA Eliminator Perforated \ailablc, RUBEROID :Modified Base Sheet, RLBEROIDZ) 20, RLBEROID SBS Heat- \Vcldr`r Smooth or RLBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 41v, GAFGLAS Flex Plyrm 6, GAFGLAS ;75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —4S psf, See General Limitation #7 GAFGLAS E' Ply 4 V, GAFGLAS Flex Plyrm 6, GAFGLAS 75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF777E) ;12 or 14 Screws and 3" Plates. 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (.lfaxinuin: Design Pressure —45 psf See General Limitation #7) • G.- .FGL.AS Flex Ply 7 m 6, GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (.ifaxin:un: Design Pressure —52.5 psf, See General Limitation #7 GAFGLAS ;75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF 1111) 12 or 4'14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (41axinuwn: Design Pressure —60 psf, See General Limitation W7 Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GA1-111 E) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (.lfaxu:uln: Design Pressure —60 psi See General Limitation # GAFGLAS 4 75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF 1111✓) 12 or =14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of G.kFGLASh PLY 4$0, GAFGLAS1D PLY 6g) ply sheet, SO Llttma, RLBEROID MOP Smooth or RLBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT ranee and at a rate of 20- 30 lbs., sc O pttona-) ae ply= of GAFGLAS Mineral Surfaced Cap Sheet adhered in a . I1 mo. .in• ofa.'roved asphalt a.died within the V a •e a . Cap Sheet: :'!AY 2322 tam: `_S 20 -40 lbs. "sg. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 Fax. rp :c.- Surfacing: Maximum Design Pressure: MAY 23 2002 22 :57 (Required if no cap sheet is uscd) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 1bs.lsq with an application rate of 1.5 gal.!sq.; or GAF WEATHER COAT) Emulsion (Matrix 305 Fibcred Emulsion) with an application rate of 3 gal./sq.; or GAF Premium Fibercd Aluminum Roof Coating (Matrix System Pro -Aluminum Roof Coating Fibercd 301) with an application rate of 1.5 2. asphalt flood coat at an application rate of 60 1bs./sq. y 20 %; plus eravel or slag with an application rate of 400 lbs.!sq. & 300 lbs.!sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coatin2), Top Coat \•1B Plus (Matrix 715 NIB Coating), GAF WeatherCote or \VeatherCote LO\V -VOC applied at rate of 1 -1.5 gal'sq. See Fastening Above NOA No: 02-0408.09 Expiration Dale: 11/04/03 Approval Date: 05/23 /02 Page 19 of 21 • Fax • FAQ =.19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mcchinically fastened base or anchor sheet. 2. Minimum'.:" Dens Deck or Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. Art 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 shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.'sq. Note: Spot systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Eneineer. .Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (« - hen this limitation is specifically referred within this NOA, General Limitation 49 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. - field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation 47 will not be applicable.) rAY 23 2022 ":.B END OF THIS ACCEPTANCE • NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 Fax . PAZE.21 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 91 -95 6-10 Passed 26 -30 Passed 46 -55 76 -80 96 -100 11 -15 Passed 31 -35 Passed 56-60 81 -85 101 -105 16 -20 Passed 36-40 65 -70 86-90 106 -200 FLORIDA mg neering & sulting, Inc. PROPERTYADDRESS:445 N.E. 93 St. OWNER: Matthew CONTRACTOR: A -1 Prestige ROOFING SQUARES::23 TILE TYPE: Moniel CONTACT PERSON: Anna (305) 835 -7663 Testin E qu ip ment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: Il FAILED I THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 52 55 57 Voice: (305) 256 -4550 60 56 54 3 53 59 43 Lab Report No. 02- 110016 Providing Solutions To The Construction Indu P.O. BOX 770694, MIAMI FL 33177 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 58 36 8 9 40 41 48 Test Tabulation "ROOF SKETCH" 12 37 50 49 13 16 42 51 10 11 15 7 17 38 PERMIT No: B2002- 1357 ROOF PITCH.:4:12 INSPECTION DATE: TEST DATE:11 -5 -02 JOB NUMBER: 39 47 45 14 19 PCA No: Required Testing Force: 35 Ibs 32 31 46 20 24 18 23 21 30 34 28 6 27 Certificate No.02- 0501.06 35 22 33 29 5 Flatec @bellsouth.net Fax: 1- 866 - 333 -6988 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 71 -75 91 -95 6-10 Passed 26 -30 Passed 46 -55 76 -80 96-100 11 -15 Passed 31 -35 Passed 56-60 81 -85 101 -105 16-20 Passed 36-40 65 -70 86-90 106 -200 i Ing Providing Solutions To The Construction Industry ineering & suiting, Inc. P.O. BOX 770694, MIAMI FL 33177 PROPERTYADDRESS:445 N.E. 93 St OWNER: Matthew CONTRACTOR: A -1 Prestige ROOFING SQUARES:23 52 55 Voice: (305) 256 -4550 TILE TYPE: Moniel CONTACT PERSON ::Anna (305) 835 -7663 nt: Digital Chatillon DFIS 200 57 60 53 59 43 56 54 3 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 THIS ROOF HAS PASSED: FAILED n THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 58 36 8 9 40 41 Test Tabulation "ROOF SKETCH" 48 12 37 50 49 13 16 42 51 10 11 15 17 38 Lab Report No. 02- 110016 PERMIT No: B2002- 1357 PCA No: ROOF PITCH: 4:12 INSPECTION DATE: TEST DATE:11 -5 -02 JOB NUMBER: 45 14 19 18 23 21 Certificate No.02- 0501.06 Required Testing Force: 35 Ibs 39 47 32 31 46 20 24 6 34 27 35 22 33 30 29 28 5 Flatec @bellsouth.net Fax: 1- 866 - 333 -6988 Date Time Type Insp'n Permit No. Name ---= Address Company Phone # For Inspector: Approved Correction Re -Insp' n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Name & Date Dat Type Insp'n Permit No. Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 3o For Inspector) 1 I " 71 Name & D Approved Correction ❑ Re- Insp'n Fee Type Insp'n MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 'Dob Time Permit No. ? D 2 - /3 2- Name S 1x -4 ,� Address V9� th 5f S / - Company Pr", S / it a a:// let. f Phone # 7e4- (/ - ov7/ For Inspector: 2 -/3-pz Approved Correction Re- Insp'n Fee --- va\ - :\c_ al-) 7 MIAMI SHORES VILLAGE BUIL s ING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time ,, n t Type Insp' n <i PAP , 1 Permit No. Name j Address Company For Inspector: Correction Re- Insp'n Fee IzAs NE g3 --If Phone # ❑ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp'n Permit No. Name Address 4 ) . c i Company T1\tz) Phone # 30 s_ 3 3 .5, 7 6 li For Inspector: `0 I l tilt) & Date Approved ❑ Correction Re- Insp'n Fee - -' ;' " -( l? X5 7‘ 6 `3 2057 A -1 PRESTIGE PRESTIGE ROOFING C ORP �r�_.:r�..er elr....,e�,_ - -• -- - M - S r r u r i I y r a Y. a n r r J J a r u ne r u I. 5 e !+ ale k J r PAY ' ( ORDER THE An ( A t /� , G], -F•o �' V d2/'.,, ORDER OF 1�� �V � Cr71 T v V v �r-• v� 00 ti o a e-t e: Z . d , 5? %Do DB OCEAN BANK 2 7951 SAN, 40T11 STREET MIAMI FLORIDA 33155 1090 E 28TH STREET HIALEAH, FL 33013 FOR eizis � 000 20 5 711' 1:0660 .0202 LE, 33S7n'OS DATE 5-/o