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967 NE 99 St (10)Date Type Insp'n Permit No. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Correction ❑ Re- Insp'n Fee ❑ Time 7 144 sic Name l y /Y Address 9!0 7 g Company Phone # 30 22 2. 97t yJ/e c For Inspector: f4::a Name ate Approved Type Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 [` S Building Inspection Request / Date ' 0 2 Time Address Company Phone # For Inspector: Approved Correction Re- Insp'n Fee 37> 200c2 - /iffy <� lh e c 1f SY 30.x" gz e, yp6 y 4, -- QZ Na D to Lr) 6 kA' eT MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date R a? / - Time Correction Type Insp'n ,42 Permit No. �0 3Y7 Name Address ?4, � 7/ Company /C 8// Phone # For Inspector: , , -o,, Name & Approve Re- Insp'n Fee ❑ 711446 fi MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 1-0.2 Time Type Insp'n Sal >�7 s Permit No. 5 BP 0) -) 019 Name , e ce„5 Q r Q Address 947 , e 7 a 7 s Company DO Vc e 9 � /� / Phone # 7 Rb - e)�� gO ej.3 /( .. /ag For Inspector: �p S —Q Name & 66C Correction ❑ Re- Insp'n Fee ❑ Shee - li it/ az 0t4)rter Date Type Insp'n Permit No. Na )9 MIAMI SHORES VILLAGE BUILDING DEPARTME 305- 795 -2204 Building Inspection Reques Time Q (aCI .. / • Address c vor Company ,6t- 1 ∎.� l �' „ ' Q Phone # For Inspector: 6,2, Name ate it ( 1 4" Approved/ Correction `' Re- Insp'n Fee ❑ �7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Tine T ype Insp'n Permit No. • ' c> V/ Q/ Name � A ■ Address et ! Ne q , '4i ° -- For Inspector: 1 7 0 21ame ate 1 Company Phone # Correction Re- Insp'n Fee ❑ 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 Passed 76 -80 96 -100 11 -15 Passed 31 -35 Passed 56 -60 81 -85 101 -105 16 -20 Passed 36 -40 Passed 65 -70 86 -90 106 -200 ting ineering & suiting, Inc. PROPERTY ADDRESS: 967 NE 99 St. OWNER: George Levassek CONTRACTOR: Precision Roofing ROOFING SQUARES: 39 TILE TYPE: Altusa Barrel CONTACT PERSON: Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: Voice: (786) 331 -8565 North Lab Report No. 02- 110072 Building Solutions For The Construction Industry 5220 NW 72nd Avenue, Bay 8A, Miami FL 33166 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PRO TOCOL PA -106 FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 52 47 53 51 48 54 50 2 20 13 49 Test Tabulation "ROOF SKETCH" 43 41 46 44 42 45 38 35 40 39 36 37 3 14 15 34 30 33 29 22 23 24 28 27 26 19 18 17 16 12 11 10 9 8 7 1 2 3 4 5 6 Front PERMIT No: Bp- 2002 -1464 d' PCA No: ROOF PITCH: 3:12 \Ci INSPECTION DATE.: 11 TEST DATE: 11/19/02 JOB NUMBER: 32 25 Certificate No.02- 0501.06 Required Testing Force: 35 Ibs 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 Passed 76 -80 96 -100 11 -15 Passed 31 -35 Passed 56 -60 81 -85 101 -105 16 -20 Passed 36-40 Passed 65 -70 86 -90 106 -200 FLORIDA PROPERTY ADDRESS: 967 NE 99 St. OWNER: George Levassek CONTRACTOR: Precision Roofing ROOFING SQUARES: 39 TILE TYPE: Altusa Barrel CONTACT PERSON: Ing ineering & sulting, Inc. Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS PASSED: Voice: (786) 331 -8565 North Building Solutions For The Construction Industry 5220 NW 72nd Avenue, Bay 8A, Miami FL 33166 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL PA -106 FAILED n THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA106. 52 47 43 41 53 46 51 44 42 48 54 50 45 2 20 13 49 Test Tabulation "ROOF SKETCH" 38 35 40 36 37 3 29 34 32 30 33 25 22 23 24 28 27 26 19 18 17 16 12 11 10 9 8 7 14 15 1 2 3 4 5 6 Front Lab Report No. 02- 110072 PERMIT No: Bp- 2002 -1464 PCA No: ROOF PITCH.: 3:12 INSPECTION DATE.: TEST DATE: 11/19/02 JOB NUMBER: Py Certificate No.02- 0501.06 Required Testing Force: 35 Ibs Flatec @bellsouth.net Fax: 1- 866 - 333 -6988 ELECTRICAL •i 1'pE Minimum Fee QTY. i'VPE.; Dryer QTV-. TYPE Outlet, Appliance QTY. 'r1 PI: Service Repair QTY. A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton 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 11EC1IANICAL TYpi:, QTY. Minimum Fee TATE Condensate Drain QTY. TYPE Generator QTY. 'TYPE (,)'I'1'. Refrigeration, Tons A/C Central, Tons 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 Bath Fan- Vented, # Fireplaces, Number of Pressure Vessel PLUi1131NG TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYI Miscellaneous Fixture QTY. TYpi:. 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 0 OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (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 Notary $ gS,D0 $ oeo " UXJ $ T. OO (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ 59V-` 00 ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official 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 Page 2 INIPORTAN"1' NOTICES 1. 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. Deparunent 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, 1a 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 Vil e Hall on struction Lien Law and Choosing a Contractor. ST TE OF FLORIDA, COUNTY OF MIAMI -DADE t t� ic l�,. t gnature f Owner Ca". {O I')-e (4 SS's` ®C- Print Name /�,, nd ubscribed before me this / 2 day of / �v EAL: of F RODRIGUEZ *. MY COMMISSION # CC 859170 EXPIRES: July 29, 2003 2a. ^.d ^d Thru Nb :cry Futr.ic Under, riters Personally known OR, Produced Identification STATE OF ORID PERMIT APPLICATION UNTY OF IAMI -DADE Signature of Contractor / Qualifier /s /1(/n1 n 45 a d before me this / day of DAYS, w00, - 0(.UZ- attire o � c���Sia of Fl %003 h b fu NUtnry P 1:r. U-ia Personally known OR, Produced Identification Type of Identification Produced: Type of Identification Produced: CONTRACT "*"..'� / / & 4 L E. Le vii s S Cn_ Name ems Name � Jd-e35/ -7 ' / d? )2' 5 33(9 License No. �p , / � 9 p Alteration Exterior Address / </ W 8..e, 5 7-- J _. , � _330 / Repair Telephone )9iL2 l c rT,C �S'C e( 7i6 - j ` 1 ' -, Qualifier Name A f _ :4 f 4 h O � <4 Demolish PROPERTY OWNER / / & 4 L E. Le vii s S Cn_ Name ems Address QG 2 ,v6 9 Y 5 1 6f.1a/ P ' 940 P- 33(9 Home Telephone Alteration Exterior Business 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 PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. 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. 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. APPL - / t $ 7`l o rLPg 3 p Address Apt. City State Folio Number 7/- 7/- 3 2 a4 -0 3f 0220 Description of Work f/d q f/ /e ( A e rYaCO? de 7 Job Address: % !� Color +r Il.Z Subdivision PB PG Zoning LinearTFeet Current Use of Property • F. /2 . Square Feet ;7d Units ( Floors / Proposed Use of Property ..... Value of Work / ,9,1 Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. Lot Block 2 Z Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other X PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT License No. Name Address Telephone Fax Zip ENGINEER Name License No. Address Telephone Fax Miami Shores Village 10050 NE 2nd Avenue \ , ---- Phone: 305 - 795 -2204 Printed: 8/21/2002 Applicant: CONNIE LEVASSER �) Owner: LEVASSER CONNIE m JOB ADDRESS: 967 NE 99 ST Contractor PRECISION ROOFING CORP Local Phone: 305 - 556 -0264 Parcel # 1132060340270 Fees: Description Amount FEE2002 -4665 Building Fee $285.00 FEE2002 -4666 Buildier's Bond $300.00 FEE2002 -4667 CCF $9.00 Total Fees: $594.00 Total Fees: $594.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 2/17 /2003 Construction Value: $14,950.00 Work: Re roof flat & tile (terracotta) 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, sery es is or employe Sig 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, statement r specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or em • • es. Signed: Building Permit Permit Number: BP2002 -1464 Contractor's Address: 655 W 77 ST Page 1 of 1 Legal Description: MIAMI SHORES SEC 8 PB 14 -33 E1/2 LOT 21 & ALL LOT 22 BLK 170 LOT SIZE (INSPECTOR) BY: (Contractor or Builder) BY: PAY TO THE ORDER OF MEMO Precision Roofing, Corp. 2440 W 80th Street Bay # 5 Hialeah, FL 33016 (305) 822 -9969 CITY OF MIAMI SHORES CITY OF MIAMI SHORES 63 -1182 if 970 001.350411 406701.118251: 305L090406 , THIS DOCUMENT HAS A COLORED BACKGROUND AND MICROPRINTING. THE REVERSE SIDE INCLUDES AN ARTIFICIAL WATERMARK. cz=....? AUTHORQED SIGNATURE 8/14/2002 13504 .. - DOLLARS 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 DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: ' ' "-?- 2. Description of improvement: 4. Contractor's name and address: 2—(,/ V im' )'1 Gv v 5 j AA= 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: Signature of Owner Print Owner's Name 0fr7 i 1 C e (4-4-15e Sworn to and subscribed • o • me this /JYday of t. , 20 o' . Notary Publi Print Notary's a - >'" L f � My Commission xpires " 02R51.3333 2002 AUG 20 11:03 3. Owner(s) name and address: CQG c),e_ Ay 1 ,7,4\ SS C' /? -.--. ' /-2/(76-.) 4 7 A/ e - 9 5 , s ) Interest in property: . A :I Name and address of fee simple titleholder: 51 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared b Address: VC e os 0/74. / 336/6 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Process No. Contractor's Name e S (/)e )1-5' Master Permit No. Job Address Low Slope 0 Asphaltic Shingles 0 Prescriptive BUR-RAS 150 ROOF TYPE 0 New Roof / ErRe-Roofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. . ' 1_ L-f-E-41-1--. , I 1 1 1 I I 1 ROOF CATEGORY 0 Mechanically Fastened Tile Mortar/Adhesive Set Tile 0 Metal Panel/Shingles 0 Wood Shingles/Shakes 3 / «2/f . • ! . i ! • ' 1 _ ! ! • • . T . 1 : Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components Fastener Spacing_for Anchor /Base Sheet_ and Identify Manufacturer Attachment (If a component is not used, identify as 'NA") System Manufacturer: `$ AA F Mat . p r i a T t NOA No.: 02- 0408.10 Design Wind Pressures, From RAS 128 or Calculations: PmaxL' s 2 Pmax2:_ R 7_ Pmax3: -1 " 1. Max. Design Pressure, From the Specific NOA System: Deck: Type: WROn Gauge/Thickness: 3" Face 26 q a . Slope: - - n 12 Anchor /Base Sheet & No. of PIy(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: Top Pty: Ruheroid No 170 FR Section C (Low Stocked Roof System) 1 Ply Gafglas Base .Sheet(s). of.Pty(s):_lt 7.5 Base Sheet. Fastener /.Bonding Material :. Ring Shank 11/4 " C.R. Ply Sheet(s) & No. of Pty(s): Ply Sheet Fastener /Bonding. Material`. Top Ply. Fas ner! Boding Material :. O r A e or r�c . Surfacing: Field:9 " oc g Lap, # Rows 2 Field One Ruberold• Mop 170 FR . Hot. Mopped GAFGLAS # 75 Mechanically I Fastened Wiled I35t3-07E26:ga J 2 Plies Strips 8 "x12' on top on Drip 3" Cent Flashing Modred g 9 ' oc Perimeter: 6 ' oc Q Lap, # Rows 4 © 6 " oc Corner: 6 ' oc @ Lap, # Rows 4 @ 6 - Number of Fasteners Per Insulation Board 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 Hashing, Component Material, Material Thickness Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. rt Parapet Wan Height O Ft Mean Root Height Roof Height 9 Ft FROM: SECTION 1524 1110 1 VELOCITY kIIIRRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING C()NSLUERA'I'1UNS 1524.1 As it pertains to this section, it is the responsibility of the rooting contractor to provide the owner with the required roofing permit, and to explain to the owner the content of ibis. section.. The provisions of Chapter 15 of the I-Yoridu Building Code, Building govern the minimutn 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 thc item has been explain L 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 13 (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 thc owner and the contractor. Renalling- Wood, Decks: Wizen- replacing- roofing; the- existing wood= roof - dock - may have to be mailed in accordance with the current Chapter 16 (High Velocity Hurricane Zones). of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). t✓ 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 rooftng contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. Exposed-C- e1Iiugs: lrxposed; open -beam ceilings -arc where- the - underside ofthe viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of thc 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 requite the review or a professional structural engineer. Ponding may shorten the life expuctrncy 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) arc not provide. 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 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 extendingth . ice life of the roof. VOCOS64.0,r40ests. 41m0 ¢erax iuu. FAX NO. : Dec..26 2001 03:51AM P1 Date Contractor's Signature Roof System Manufacturer: i0 74 4— Notice of Acceptance Number: 02 ‘0 3. O ci Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: .5'. 5 Pmax2: / 7 - f Pmax3: 7 -2- d^ Maximum Design Pressure (From the MA Specific System); --/‘ 2 • / Method of tile attachment PO i fa 0-, Roof Slope: 3 : 12 Florida Building Code Edition 2002 H h V Hurricane Zone Uniform Permit . L. Iicafioon Form. Section D (Steep Sloped Roof Systeml Deck Type: Type Underlayment Insulation. Ridge Ventilation? iY /g Steep Sloped Roof System Description Fire Barrier: Mean Roof Height / 2 d 36 /' /f" -7,pe NV4 Fastener Type & Spacing Adhesive Ty // PO (yfdGry7 l'.96 3 or 4 ype Cap Sheet: 11/ ' co,P/rp g7.5 /2 (AO C Edge: 90 f� /t Roof Covering:1 TYI & Size Drip - 3** ri-e, 4 Where to Obtain Information Description Symbol Where to find Dcsign Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier 1. NOA Restoring Moment due to Gravity M t NOA Attachment Resistance M NOA Required Moment Resistance- -- -- ,M, - - - - -- -- Calculated - - -- - -- -- -- - - -- -- -- - -- - Minimum Attachment Resistance F • - -- -NOA - - - - -- Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length - .w - = width NOA All calculations must be submitted to the Building Official at the time of . milt .oIication. M Required Moment Resistance* Mean Roof Height ♦ Roof Slope ,4 15' 20' 25' - - - 30' 40' 2:1I 34.4 36.5 38.2 - 39.7 42.2 3:12 32.2 34.4 - - _ 38.0__ -- -- - - -- 37.4 .- - 39.8 4:12 30 4 32.2 33.8 35.1 37.3 - 5:12 28.4 30.1 31.6. 32.8 34.9 6:12 26.4 28.0 29.4 - . - 30.5. 32.4 7:12 24.4 25.9 27.1 28.2 30.0 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 M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P [/), x x 0,12 = /O'/) ) - Mg: 5',)f = M,, s'%T S NOA Mr -/ 2 / (P /o 0. G x L 0. 2 Z = 22, /3 ) - Mg: /'f = M,2 /). T NOA Mr - /62. / (P3: /O0'4 x o.) t =,2_2. /9 ) - Mg: 4 -M /7)1 NOA M -/6 2 / Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr •Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F,. If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P x 1: x w: = ) - W: x cos 8: = F NOA F (P : x l: = x w: s )-W: x cos 8' = F, NOA F' (P xl: = x w:= ) -W: x cos 0: = F NOAF FROM :ZION TILE BUILDING CODE COnll'LIANCE OFFICE (DCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Zion Tile Corporation 13450 SW 126" Street Mianll, Florida 33186 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI11). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or AW- (in-arcas -other ; han - Miami Dade. County) resetve_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, thc manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify. or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance. if it is determined by Miami -Dade County Product Control Division that this product or material foils 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 Ilurricnno Zone of the Florida Building Code. DESCRIPTION: Alhambra Handmade Clay Tile LABELING: Each unit shall bear a permanent Zabel with thc manufacturer's n:.rr,: or logo. city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.. RENEWAL of this NOA shall be cansidacd after a renewal application has been filed and there has been no change in the applicable building code negatively affecting thc 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 thc product or process. Misuse of this NOA as an endorsement of any product, for sales. advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by thc manufacturer or its distributors and shall be available for inspection at the joh site at the request of the Building Official. This consists of pages I through 3. The submitted documentation was reviewed by Frank Zuluaga, I&RC FAX NO. :305 252 9116 Aug. 20 2002 11:17AM P1 MIAM I -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE, 1603 MIAMI, FLORIDA 33130.1563 (J0)3754901 FAX (305) 375.2908 • NOA No.: 02 -0603.04 Expiration Dote: 07/05/07 Approval Dale: 07/05/02 Page 1 o(3 FROM :ZION TILE 4. INSTALLATION 4.1.1 "Alhambra Tile" and its components ahail be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table Tile Profile Two Piece Barrel Alhambra Tile Tile Profile Two Piece Barrel Alhambra Tile FAX NO. :305 252 9116 : Avereyo W I (VV) and Length .1(f: e; s 1l rr Width • w Ifoet} Weight.* Itbh ' 8.90 1.50 0.87 evg. Au9. 20 2002 11:17A1 P2 Table 2: Mlnlmum Characteristic Resistance Load • F' flbfl Attachment Resistance 217.20 38.80 Tile Application Adhesive Set Mortar Set 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING "ALIIAMBRA TILE" END OF TIIIS ACCEPTANCE NOA Nr.: 02- 0603.04 Expiration Date: 07/04/07 Approval Data: irnoSlo2 Pace 3 of 3 FRP :Z10N TILE ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: MaputUtcturet.QX �oplicattt "Alhambra Tile" Trim Pieces FLEW, Roof Tile Adhesive ( "Polypro® AH 160 ") Roofing Roofing Tiles 'Clay -- Dimensions Ica 18" w- 6% "to7'Y" taper 1" thick 1■ varies w = varies varying thickness FAX ND. : 305 252 9116 Aug. 20 2092 11:17AM P3 1. SCOPE This roofing system using "Two Piece. Darrel Alhambra " , as manufactured by Zion Tile Corporation described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable building Codc does not exceed thc design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 heroin. The attachment calculations shall be done as an uplift based system. 2. PRODUCT DESCRIPTION Test Product Speeltliptiont - - -- __ -- pescrintiot( ASTM C 1167 ASTM C 1167 2.1 Components or products manufactured by others preduet Test Dimensions $netlfcations Description N/A Scc NOA Two component polyurethane adhesive designed for adhesive set roof tile applications. High profile, two- piece, clay roof tile. For direct deck adhesive set applications only. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. ManufWurer Polyfonm Products, Inc. with current NOA 3. [.IMITATIONS 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 thc services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to thc Building Codc 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 underlaymcnt applications may be installed perpendicular to the roof slope unless stated otherwise by thc undcrlaymcnt material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. NOA Nn.: 02= 0603.04 Expiration Date: 07/05/07 Approval Date! 07/05/02 Page 2of3 • • . DATA FOR ATTAC HP0 ENT CALCULATIONS :HIMONT ItASSO SYS1 Et4 0 040404°.....0 0 .4 • 1 • •••• • 00 • • .14 04 00•00100 0•• • 04. IN • • •••• • 0 O. • 0. 4 • 040 0 • • • 4. • • • ••■■• • 0.4... 4 0 0 ■■• .I.4. 0.010 41•••••■•■•••••■•■ • 010■00 .0440 Taiga. i t Aerodittat tile Multiplier - A UtIt. [ 1110 rrvflits Mortar ur Adhesive Set _. •0•044•04 WV .40 • ••• 0. • .... 0 .. • • • .. . 0 . . • .•.4 a .........• 0 ... . , 1 vt_ialkatt Art a .____....:. Nets& Iltddlitershite bated eta die equations 1.0 Chia!' k x i whet so caus • coeffichsot vie nos, lent le-th f44- ID • OP ,1001 ar LW it I will •nslit to 1.5 It • • . _ . ... . ....... .___ • IsMe ;: Restoring t ....[___ — Ai ti ,..._ . XiyANtjatrItita L .. 4.47 ittbro I: Attachment fiesIsLame gavelled its a klanteett - .J_Lit fittla 1 Mk erulpik. .___ ..... [ ..... ___ . .... .. _ _.._ ___Mg Set . - Adhesive Sat 7.10019491. -- -4.i. .........—.._ .......... t6L I • ue Tu Gritty - 6112 4.17- .•••••••••••■-••■•• • •• • ••••••••••• •••••••••••••••■••• • PIGA Nn.: 024601.04 Expiration Date: 07/05/07 Approval Date: 07/0902 Zit's* . 1 tie t.:eipurataull Page-- FROM :ZION TILE A. TESTS: TestAcencY Test identifier Test Namc /Renort Dais The Center for Applied 940150.2 Static Uplift Testing 08/94 Engineering, Inc. PA 101 (Adhesive Set) Testwcll Craig Laboratories Lab N: AV - 19 Physiccal Properties 09/95 & Consultants ASTM C 1167 Tcstwell Craig Laboratories Lab#: AV -20 Static Uplift Testing 02/96 & Consultants PA 101 (Mortar Sc:) D. OTHER Nonce of Acceptance number 02- 0603.04 FAX NO. :305 252 9116 Aug. 20 2002 11:18AM P4 F -1 •. • .......... miAm r it r u g vin4 f itau coe compulf ovnts occoy NOTICE OF ACCEPTA.NCE OA GAF Matertatrerporntion 1361 Alps Road Ware; NJ trifltl ThisNOA is Wag issued under the applicable mica and roplations governing the use of construction materials. Tlac docoracntaticb submitted has been rovienved-by the.BCCO and accepted by the Building Code and Psoduct ScOPIE: Roview Comatittoo w bo used in Miami Dada County and olio areas whom allowed by the Authority Having Jurisdiction (AM. Ma NO Mall not bo valid after the capitation datc stated balmy. The Miami-Dade County Product Control N.... Divoo On Mistni Ilado County) and/or the ARS (imam* other than Miami Dade County) MOM? 010 right to lava tbis product or ataxia! timid for quality assuming purposes If this product or material fails- tape= in tbo aceepostl ma anor. tbo manufacturer will incur the expense of such tastin:dr---AHI may inoricdiatcly woke, rnodiO, orsoupenktheimeed such product ormatcrial within. their jori ' oa. BORA:curves the right to make this *neoplasm, if it is datsamined by Ivliaini-Dato County Product:Control:Division. that this product or material fails to most ties requiroments of the applicable building code. Ibis product is approved m described Wein, and has boon designed to comply with the High Velocity Hturicatie C.. Zone alba Saida Building C. DESCRIMONI GAF Ruberoidit Modifiod Bitumeo Roof System for Wood Decks. LABEUNG: Eac.h unit shall bra permanent label with tbernanufacturces.namc or lop, city, state and following stataasent; "Miami-Darla County Product Control Approved", MIS* othorwise noted heroin. RENEWAL of thia-N0A-slwillic conaidered after a roncwal application has been filed and Marc has boon no change in dm applicable building codo oxigatively affecting the pacernance of this-product. TERMINATION of this NOAvrilloccuraftcrthe empiration_date or if there has boon a revision or change in the i material% mai and/or manufaolure of the product or proems. Misuse of this NOA as an endoriancnt of any ! prodiact,. forsales,advatising or any other purposes shall automatically terminate this NOA... Failure to comply with say WAWA of this NOA shalt bc cause fortorrnination-aad_ removal of NOA. ADVERTISEMENT: The NOA. number preceded by thc words Kiami-Dade County, Maids, awl followed by the expiration 4a may bc displayed in adVcrtising titanium If any portion of OK NOA is displayed, then it slain* donc in its ontircty. INSPECTION: A copy oftlia NO shaltbe provided to the use by the. rnanufacturcr or its distributors and shalt bc availablefornspostiou- *Ube job site at Ilm request of the Building Official: This NOA ;maids of papa 1 tluough 33. ThC submitted documentation was rovicwod by Frank Zuloaga, RRC. ari4/4001 1:46 110X: TOi N55979404 pA0L: 003 Qf Q34 Am e6 2002 VII e3 R IEIRADCO SUPPLIES 305 59?9484 TO 3058224929 F St24/2062 3k4S AM /10M: FAX TO 205509464 602 et 614 JU4 P.01/ MIAMI-DADE COUNTY, FLORIDA MORO-DADEFLAOLER BUILDING 1-40 WV-ST FLAG= STJULET, SUITt 1443 MIAMI. FLORIDA 3310 001375.290 FAX PM 3 75-2908 NOA No; 02 4405.10 Expiration Date: 11/0610 Atipurral:Dater05(33;02- - Fags I o131 r Membrane Type: SBS/SBS Cold Applied Deck Type 1: Wood, Non-insulated New Cowtruction or Rcroof DeckDescriptiore. rd ar g¢ater plywood or wood plank docks System Type E (1): Bane it mechanically. fastened to roof. deck.. All General sad System (imitations shall apply. Base sheet: GAFGLAS #80 Ultiina "Base Sheet, STRATAVENP® Eliminator Perforated NailaWs, RUBEROID Modified Base Sheet,. RUBEI OID®2O RUBEROID SUS Hsai- Weldfl' Smooth. or RUDEROII) SUS Heat Weld- 25 base sheet- mechanically- ' fastened to- deck at described below; Fastening GAFGLAW Ply 4 *,. GAFGLAS Flea-Pi 6; FrAEFLAS #T.S Base- Street of Optk►rts: • :prof above Bate diode attached deck with approved annular ring thank Bails and tin caps at a fastener spacing of 9" u.c. at the lap staggered and in two mww 12" o:a ial field: • (Maxi earn -Demon -hiss errs-- dS- pf- Sss- Genaral-limtlatiors -4-7)- GAFGLASit PIy 4® -GAl,Cr1,AS.F1cLP1yTJ 6, GAFGLAS -ui5. -Bases S or any of above Bala sheets attached to dock with Drill-Tea (GAF IT1E) #12 or li 14 Serowe and 3" Raba, o.c, in 3 row. One row it in the 2" side tap.. The other row are equally spaced approximately 12" c.a. in the field of the :heat. (l4 n r awe s Design Praature -45 pqj; Sae General Limitation # 7) GAFOLAS Flea PIyuc 6, GAFGLAS #73 Base Sheet or any of above Bass sheets attached - to - dick with - approved annulatting:thank milt; and tin:caps.at a fastener spacing of P tr a at tire- 4" lap staggered and in two - 9" o.c, in the field, elfatai wrvDesiga hersm - 52Spgj, See General lintitation #71 GAFGLAS #73 Hasa Shit or any of above Hasa shad attached to deck with Drill•Tex (GAFITIE) 412 or 414 Screws and 3" Plates, 12" o.c. in 4 rows. One row it in the 2" side lap The other rows are equally spaced approximately 4" o.c. its tba field of the sheet (Maximum Design Pressure - 60 psi, See General Lima 01 Any of above Base sheets attached to deck approved annular ring dank nail; and 3" inverted Drill -Toe (GAFfITE) insulation plates at a fastener .pacing of 9" o.c. at the 4" lap staggered in two rows 9" in the Geld. (Masinuua Design Pressure - 69iist Sea General Llwriastisi M7) GAFGLAS 071 Base-Sheet or any of above -Base sheets- attached- to -deck with Drill•Tae (GAF IT E) #12 or #14 Screws and 3"Plates, S" o.c. in 4 rows. Onc raw is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the 5eld - ofth shoot. (Mixisawu Design Pismire - 2514. See General Linsitwtiru #7 Pty Sheet: (Optional) Ono or more plies GAFOLAS PLY 4®; GAFGLAS Flex Ply 6, GAFOLAS iF8O, RUBERODMOP- Smootlr or RLEROU 20 sheet adhered in a 1161 mopping of approved asphalt applied within the Mange and at a rata of 20-40 lbra/aq.. 5114f2O0? 3tt6 AN Matt VW TO 30554194a4 PAS.: O. 'or 04 NOA No: 0I.0408.14 Expiration Date: 11/06/03 Approval Daft: 05!13/02 Page I7 of 33 5/24/200: 1:40 AM FROM; fax Tar 30330394,4 PAW: 029 or 034 Mantarana:, Ono or more plies of.RUBEROID MOP Smooth, Ruberoidli Mop 170 FR, . Rubaroid40 Mop- Granule, Rubcroid® Mop Plus Granule, Ruberoidtt 20, Ruberoidt10-30- or Rube-midst-30-FR or Ruheroidf0-Mop-FR or RUSER.OLD- UltraCladnt WIS in. adhered in a full mopping of approved asphalt applied within tniavr niapp:ann_st a rate of 2040 Or, One cc more plies of RUBBROD1v10P RUIIBROIDe Granule, RC:MR=014ov 170:FR, RUBBROJI*Mop Pint Grano* Rubctoidtlf 20; RtJBEROOD RUBEROIDO 30-fft or RUBEROIDID °T RU/MR.01D UltraCladPg SBS in ItUBBROD) Modified Bitumen Adhssive at an application rate of 1•2 gal./5q. Surfacing: ,. (Optional, required if RUBBROM MOP Smooth or RUBEROlD 20 is top montbranit)- Iota one of the following:. 1. Gravel °rain applied at 4W)/JR. and 301} Ibis% respectively in a flood coat of approved asphalt at 601W./xt GAFGLAS Mineral Surfaced Cap Sheet in an approved aagdialt at an applicidiintiate of 2S Ibiiq. ± 15% 3. GAF Wcathcrr.otee MI3+(Matriz 715 MB Coating), Applied at 1 to 1.5 4. Top Coate' Surface- Seat SB(Matrix 602 sa Coai Applied at 1. to Pun- Malign= Design Pressure:. Sec Fastening 'have NOA Not OZ•04011.10 ElOrAtton Datc- 11/06/43 APProvidpido: 05a3102 Poe 21 of 33 11 4/3412002 3,45 Alt FROM: ram TO: )0554-7••4 PAGIt 034 Or Oat WOOD DECK SYSTEM LIMITATIONS: 1 A slip s w u required with Ply 4 and Flex Ply 6 when used a mechanically fastened base or 2. Minimum W' Dims Deck or 4i Type X gypwan board is acceptable to be installed directly aver the wood - deck: GENERAL LIMITATIONS: 1 - Fire classification is not pad of this acceptance, refer top current Approved Roofing Materials Directory far fire ratings elf this product. Z laarlatie n may be irutallod in multiple layers. The first layer shall be attached in compliance with Product Control- Approval guidelines:. All other lay= shall be adhered in- a- hit mopping of approved isphalt appltod within the EVT raw and at r rate of 20.40 Ibs./eq., or mechanically attached wing the- fastening patient of the top layer 3. All standard panel sizes roe acceptable for meclumical attachment When applied in approved asphalt► panel site- sball-be -4' x maxitauma: '4: An warty and/or rummy board insulation panel is implied en all applications aver closed cell foam insulations when the base shalt is fully mopped. If no recovery board is used the base sheet ,!hall bo applied wag spot mopping wetly approved asphalt, 12" diameter circles, 24" a., er ship mopped r ribbon in throe rows, an at each aidslap and one down the center of the shoot allowing a continuos area of Encircling of the strips is not acceptable. A 6" break shall be placed way 12' in each aka to allow cross ventilation. Asphalt application of either system shall be at a m nimum Cato of 12 Ibsjsq. Note: Spot attached systems shall be limited to a minimum design. prwas. of .45. pad 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Farce (F') value of 275 Id, as mead incompliance with Tooting Application Standard TAS 10S_ If the fastener value, or mafictd- tsstsd; aft below itwlatieo ettachneedshal t not'beacceptable. 6. Fastener spacing fw mechanical attachment of anchar►'bsse sheet or membrane attachment is based ca a - (attain rosishncevahta. in conjunction- with - the maximum daaga value- listed within .. a specific trim Should thee fastai trainman- balm-than -that required ;.asdetermi lay-the Ijuddies-Official trevised- fastener spacin& prep+ signed sealed a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilise the withdrawal resistance value takat from Testing Application Standards TAS 105 and calculations in onmplianco with Roofing Application Standard RAS 117. 7. Perimeter and caress, areas shall comply with the enhanced uplift pressure requirements of these areas Fulmer des shaU be- increased for both insulations and base shoat at calculated is compliance with Roofn Application Standard RAS 117. (When this limitation is wedge, y Marred within this NOA, General Limitation N9 will not be applicable.) All atzschwt and sing of penman eaglets, metal profile, and/or flashing Lamination designs shall ecotone with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum dmigaad pressure limitation listed shall be- applicable to all roof pressure zoos (i.e field, pesiasMon and vetoers).- Neitherrational - analyair nor shall be pi: emitted Bahama fuming 4 enhanced pressure zones (i.e. palmettos,. extended content and corneas). (When • this limitation it specifically within this NOA, General Limitation M7 wtf not be spplicabin END OF THIS- ACCEPTANCE NOA No: 02.040110 Expiration Date: wow Approval OSa /OZ Pagt 33 n133 ROOF COVERING MATERIALS (TEVF) - ROOFING SYSTEMS' (TGFU) Continued - Base Sheet (Optionat): One or more layers Type Gl, G2 or G3. 'Membrane: One or more layers of "Ruberard Torch" (smooth or granule), "Ruberoid Torch 'Plus" (granule), "Ruberoid Mop" (granule). nr "Ruberoid .Mop Plus" (granule). Coating: 'Karnak No. '47 - , 11/2 - 3 gal /sq. Heck: C -15/32 Incline '1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, p rlitesocyanurate composite, perlite /urethane composite, phenolic, 1f 1/Z in. min thickness. (offset from plywood joints 6 in.).. se Sheet One or more layers of Type G2 or G3. R�y Sheet .(Optional): One or more layers of Type G1. embrane: One or more layers of "Ruberoid Torch" '(smooth or . granule), uberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "(tuberoid Mop Plus" (granule). rfacing: 'Karnak No..97, 1 -1/2 - 3 gat/sq. 5. Dekk: NC Incline:. 1/2 .e Sheet (Optional): One or more layers of Type G1, G2 or G3. embrane: One oinure layers of "Ruberpid Torch" (smooth orgranule), "Ruberoid Torch Plus" (granule). surfacing {Optional}: Karnak "No. 97" or "169" at 1- 3•.gal /s.q.or.. Grundy. Iid. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite glass fiber, 3/4- in. min, isocyanurate, urethane, .perlite /isocyanurate composite, perlite /urethane: composite, .phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more tayers of Type G1, G2 or G3. .Membrane: One or more layers of "Ruberoid Torch' (smooth or granule), "Ruberoid Torch Ptus (granule), "Ruberoid •Map"4smooth-orgranule):_or.• "Ruberoid Mop Plus'! (granule). Surfacing: Gravel. 7. \Deck: T- 1'5/32 Incline: .1/2 Insulation (Optional): One or more layers perlite wood fiber, glass fiber, isocyanurate, urethane perlite/isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional):. One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or-granule), "Ruberoid Torch .P.lus" (granule), "Ruberoid Map" (smooth or granule)• or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. - 97, 1 -1/2 - 3.gal/sq or gravei. 8. Deck: NC Incline: 1/2 Insutation: One or more layers. perlite, glass fiber, 3/4 .in. min, .isocyanurate, urethane, perlite /isocyanurate composite, ,perlite /urethane composite phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type 61, 62 .ar 63. Membrane: One or more layers of "Ruberoid Torch" (smooth or granute), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). r- Surfacing: "AL MB Aluminum Roof at 1 -2 gat /sq. J Deck: C -15/32 Incline: 1/2 .Insulation (Optionat): One or more layers perlite, glass fiber, 3/4 in. !min, isocyanurate; urethane, perlite /isocyanurate composite, perlite/ [urethane. composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet', hat mopped or mechanically fastened in place. -Ply Sheet One Dr. more layers of.TypeG1. "GAFGLAS Ply. 4", hot mopped in place. :Membrane: "Ruberoid Mop - FR" (granule)..' Surfacing (Optional): GAF •Fibered - Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at -3 gat /sq. Deck: C Tndine 1/2 Insulation (Optional): One or more layers . perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, : perlite /isocyanurate composite .perlite/ urethane composite, phenolic, 1 -1/2 in. corn. Base. Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanicallyfasterred Ply Sheet One Dr 'more Mayers of Type •61 "GAFGLAS :Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granute). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat /sq or GAF Weather Coat Emulsion at 3 eel/sq.. 11. Deck t- 15/32' -Incline: 1/2 insulation isocyanurate, 2 in. min., wood fiber, perlite sir glass fiber, any thickness, hot mopped or mechanically fastened. in .Place. Joints. offset' 6 in: Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically - fastened in place. Ply Sheet (optionat): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in . place. Membrane: "Ruberoid .Torch .FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. LOOK FOR MARK ON PRODUCT ROOT - t:OVERING .MATERIALS.(TEVT) 135 ROOFING SYSTEMS (TGFU)— Continued Deck: C-15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite. at glass fiber, any thickness, hot mopped or mechanically fastened in place: Joints offset 6 in. Base Sheet: Orme ormore layers of Type -'G2 "GAFGLAS #75 Base- Sheet",. -- hot•. mopped -or. mechanically fastened in ,place. Ply,Sheei: One or more layers of Type 61 "GAFGLAS Pty 4" ur "Ply - 6 ", licit mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing. (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gat/sq. or GAF Weather Coat Emulsion at 3 gat/sq: 13. Deck: NC :Incline: 1/2 Testi/ation - - (Optiarrak) Isotyanurate, .wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS 475 Base Sheet ", hot:mnpped in . :place. Ply Sheet (Optional): One or more layers of Type G:1 "GX1FGLAS *Ply 4 " -or "Ply 6" :hot mopped in Mee- - Membrane: "Ruberoid Torch FR" (granule). Surfacing: (Optional) "GAF Fibered - _Aluminum. Coating" at I I/2gal /sq. or GAF Weather Coat Emulsion at 3 gat/sq. 14. Deck: NC incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite,. glass . fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more 'layers of "GAFGLAS 1175 Base Sheet ", hot mopped in peace. - Fly.Slieet (Optionat)s:One.or more Layers of GLAS Ply 4" or "Ply 6" hot mopped. in -place. - Membranar "Ruberoid Torch .FR" .(granule). Surfacing (Optional):.GAF.Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq.. 15. Deck: C- 15/32 Incline: 1/2 Insulation Optional): Fre rlite, fiber glass, isocyanurate; urellrene; perlite/ isocyanurate composite or phenolic. Base Sheet. One or more layers Type 62 or 63 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place: Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. fleck: C -15/32 lsctine: 1/2 Insulation.(Optional): Perlite,.fiber.glass,.isocyanurate, urethane, perlite/ isocyanuratecomposite or phenolic,. offset in. from joints. Base. Sheet One or more tayers of Type G -2 or G -3 base sheet, hot mopped• or mechanicatty-'fastenet. Ply Sheet -(Optional): One :or more layers of Type 6-1, 'hot .mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch. FR" or "Ruberoid Mop FR" (granule) - eck:. NC. Incline: 1 Insulation (-Optional): - Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more:layers Type 61, ,hot mopped in place. •Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop- 170 FR" (granule): 18. Deck: NC Intline:-1 /2 Insulation (Optional): Pertite, fiber glass, wood fiber, urethane..pertite /isocyanurate composite or phennlir_ - Base Sheet - (Optional): One or more layers . of .Type G -2 or 6 -3 base - sheet, hot mopped or -mechanically. fastened_ -Ply. Sheet (Optional):. One or more layers of Type G -1, hot mopped in place. Membrane: One Layer of "Ruberoid Torch" (smooth), "Ruberoid Mop (smooth). Membrane: One :layer of "Ruberoid Torch FR ", "Ruberoid Mop -FR" or "Ruberoid Mop 170 FR" (granule). 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, pertite/isocyanurate composite or phenotir, any - thickness. Rase Sheet One or more pities fr1 or t,2, trot mopped or - adhered -with Karnak: Chemical Co_ "No_.81. nr Gibsonflornan "No. 6160" calif applied adhesive at. 11/2 gal /sq. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" G (granule), hot mopped nr adhered with Karnak .hemicat Co. "No. 81" or ibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 - Insulation: - Potyisocyanurate, any thickness- Base Sheet "GAFGLAS #75" (Type 62), mechanically attached: isocyanurate, 967 N.C. ? ST Date ` J O Job Address 1'hii9 i 5 ffoRES FL..43 138Tax Folio ` ,3 2 0 F,- � (<-Z 9 ► rL 4. S t(o A. 6$ Sec g �° g �_ 4.07- _ z , 7 D p Legal Description LL L or ZZ l� L 2. 07 5�a6 7.S X E y2 . o0 0 //9 Ote 94/ 3 —(,7 Owner / Lessee Square Ft. 'DO ** * APPROVED: , %ERMIT APPLICATION FOR MIAMI SHORES VILLAGE / Tenant 4Eo,t 6 E C . LgVA SSE2 9�7 N. E. 9 ST 1yii�n�i .*(3` 5': 1' o' . Phone3OS -7' Address b )O co S u---e) SS# Phone 305 ? / 2.D ' y c2 yZ Owner's Address UM ,,r Contracting Co. /110/11 90rnal f2 0. Qualifier C ) E5k) f 5 /J State id( 64 ;c )r nicipal # Competency # Ins .Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION Re ZooFC I2 e Il- ao0 r • g u�wmue'r Si nat o o and/or Condo President Date: 5- �• ma 44_ 2.44 ! A L4kA: as ommis er and /or President xpires: 3 21/03 OFFICIAL NOTARY SEAL JENA KIENXINS "NOrARY'UBUIC STATE OF FLORIDA COMMISSION NO. CC816438 FEES : PERNYY COMMISSION EXPIWIThltaL Zoning Building Mechanical Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing informat be done in compliance with all applicable laws regulating authorize the above -named contractor to do the work stat ry as t onmissi * * * * C.C.F. NOTARY Fire * Master Permit 1i accurate d that all work will tion and oning. Furthermore, I PAVING PENCE SIGN 4C Signature Contractor dz)Owner-Builder Date: 5100 _ • ractor or Owner- Builder Tres: OFFICIAL -i ARC( JENA X. jENKINS I COMMISSION p A MY COMMISSION EXP. MAR. 29 AL DUE ** Other Electrical Plumbing Engineering A RECORDED COPY MU ST BE STED ON THE JOB SITE AT TI OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: 00R223352 2000 MAY 09 15:18 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with r 713, Florida Statutes, the following information is provided in this Notice of Commencement. I description of property and street address: / 2. "7. 0 2 9 L.07- $ .r2 Z 2. 7 S. o o X l 9 0/� 9 4�/ 3 - G 7 9 f p R .44- 2. Description of improvement: r ner(s) vc name and address: (soR CF '- (: o AJ,6i 7 - 6 - L E VA SS Ej2 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 3 M. , I / �i D/1 T 1 iv �� / 26, DP 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Notary Public Print Notary' My Commission Expires: WITNE HARV 8 4 /71....d,....s"„ Signature of Owner Print Owners Name Sworn to and subscribed before me this N C E OF COMMENCEMENT G« l E✓t G 12C I to3 STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this is a trey of the o igrna led in this off a on day of , A D 20 'al Seal. cult and . unty Courts D.C. OFFICIAL NOTARY SEA • dre ENA NSA , Y PUB 016438 MMISSION NO. MY COMMISSION EXP. MAR • 1•; ix GOO ' WTI F coot Y Prepared by: U� ,c7 k 1/0.0)5 / F Di v 123.01.52 7/88 Y *19" Owner' A g ent's S' nature Signature 5104 APPENDIX "F" APPENDIX "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 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 o ner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 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. ; Renailing 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 cgnceealed prior to removing the existing roof system) 1 4 3. Common Roofs: Common roofs are those which have no visible delineation between nJighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contlrgctor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC 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 vntJl the original roofing system is removed. Ponding conditions should be corrected. A - 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ovdrloade 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 scupper in accordance with Chapter 23 of the SFBC. 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. *or's Date Contr Signature Contractor's Name /rnre/f / 1, )fre Job A( ldress: Ft. 11(1 ...11.4 ROOF CATEGORY w Slop Application) ❑ (Nail-Olt Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs\Wood Shingles & Shakes) ROOF TYPE ❑ New' Roof • Re- rooting ❑ Recovering ❑ Repair ❑ 123.01.70 W?G Flat Roof Arca (ft') 9 {/U Sloped Roof Area (fe) �� Total (ft) 600 ( ) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ,ROOF HEIGHT AND SYSTEM DETAILS i c (Draw details as needed) co .1. 0 77 J �!` � A4- ' 7rx r✓ Deck type: ,,uc;,:CY S. /70 alc,ci. 4 7 , ie , e., wee Field: Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ATTACHMENT Fastener Type: ' w�X� j SPACING ( - 4 �.:. Perimeter: C Corner: 6i . - DETAIL 1 & 2 Page- l r r ❑ (Mortar - Adhesi Sct Tile) TJ (Other) Maintenance 6)2c ire 0 / ROOF PLAN r� r N. J METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0804.21 Revises No.: 95- 1003.03 Expires: 11/04/00 Approved: 11/04/97 Internet mail address: postmaster @buildingcodeonline.com 1 METROPOLITAN DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Conventional Built -Up Roof Systems for Wood Decks under Chapter 8 of the Metropolitan 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: Dpnatech Engineering, Inc., Factory Mutual Research Corporation, and Underwriters Laboratories, Inc. 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 -40 and the standard conditions on page 4 I. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. aul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category: Membrane Roofing System Sub - Category: Built -up Roofing Type: Conventional Sub -Type: Fiberglass System Description GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition, GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 - ROOF -411. Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 41 Product Control No: 97- 0804.21 Product Control No.: 97- 0804.21 Approval Date: November 4, 1997 Expiration Date: November 4, 2000 rank Zuloaga, Roofing Product Control Examiner Insulation Types: Material Wood Material Wood Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure -75psf Maximum Fire Classification Classification Class 'A' Page 3 of 4I Product Control No: 97- 0804.21 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Roofing Product Control Examiner Product GAF Asphalt Concrete Primer GAF Mineral Shield® 60 Ib. bags ASTM D 1863 • Granules GAF WeatherCoat® Emulsion GAF Premium . Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 5 gallons 1, 5 gallons ASTM D 2824 1, 5 gallons 5 gallons 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /roll 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ASTM 1227 ASTM D 3019 ASTM D 3409 5 sq. roll ASTM D 2178 Product Control No: 97- 0804.21 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 Page 4 of 41 Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt oatiu$• 0o ing Product Contro Product GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT . Nailable RUBEROID Modified 3 sq. roll Base Sheet 67 lbs. GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN . Tapered GAFTEMP Isotherm RN GAFTEMP® Composite Test Dimensions Specification 76 Ib. roll ASTM D 3909 60 Ib. roll various 69 lb. roll various various various various various various various ASTM D 4897 D 3672 ASTM D 489 D 3672 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Page 5 of 41 Product Control No: 97 0804.21 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR Polyisocyanurate foam insulation. Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation Tapered Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insul Roofing Product Control xam Product Tapered GAFTEMP® Composite GAFTEMP® Composite A Tapered "GAFTEMP® Composite A GAFTEMP® Composite N Tapered GAFTEMP® Composite N GAFTEMP® Fiberboard GAFTEMP® Permalite® GAFTEMP Recover Board GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® # 14 Heavy Duty Roofing Fastener GAFTITE ASAP Test Dimensions Specification various various various various various various various 1/2" thick various PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 Tapered Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. PA 110 PA 110 PA 110 PA 110 Product Control No: 97- 0804.21 Product Description Fiberboard insulation. Perlite insulation board. Perlite recover board High density wood fiberboard insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. Page 6 of 41 oofing Product Contro xam Product Control No: 97- 0804.21 Test Product Product Dimensions Specification Description GAFTITE® Base PA 114 Base sheet fastening assembly. Sheet Fastener and Plate Galvalume Plates 3" and 3 %z" PA 114 Round galvalume stress plates. NTB Fasteners PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Polypropylene Plates 3" and 3 %2" Ruberoid® 20 1.5 sq. roll 95 lbs. RUBEROID® MOP 1 sq. roll 170FR 103 lbs. RUBEROID® MOP 1 sq. roll FR 105 lbs. PA 114 Round polypropylene stress plates. ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. . Ruberoid® Mop 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Granule 103 lbs. polymer modified asphalt and surfaced with mineral granules. RUBEROID MOP 1 sq. roll ASTM D 5147 Non -woven polyester mat coated with Smooth 87 lbs. polymer modified asphalt and smooth surfaced. RUBEROID® MOP 1 sq. roll ASTM D 5147 Non -woven polyster mat coated with PLUS 102 lbs. polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Smooth 87 lbs. asphalt modified bitumen membrane, smooth surface. RUBEROID® 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, TORCH Granule 102 lbs. asphalt modified bitumen membrane, granule surface. Page 7 of 41 ing Product Control Examiner Product RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID® 109. Roll ULTRACLAD® SBS 101 lbs. GAF Built -Up Roofing Asphalt Test Dimensions Specification '/< sq. roll 93 lbs. 3 /. sq. roll 90 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 5 gallons GAF Aluminum Roof 5 gallons Paint lsq. roll 101 lbs. 100 Ib. cartons, bulk RUBEROID MOD 60 Ib. kegs Asphalt ASTM D 5147 ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D 5147 ASTM D 5147 ASTM D 5147 None ASTM D 5147 ASTM D2824, Type I ASTM D312, Types 1, II, [II and 1V Page 8 of 41 Product Control No: 97- 0804.21 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. PA 100(A) One way valve vent used to relieve ASTM D 1929 built -up pressure within the roof system. ASTM D 635 GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non- fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Roofing Product Control Examiner Product RUBEROID MOD Asphalt L RUBEROID MOD Asphalt P GAFTEMP Composite A GAFTEMP Tapered Composite A GAFTEMP Composite N . GAFTEMP Tapered Composite N GAFTEMP Tapered Isotherm R GAFTEMP Tapered Isotherm RA GAFTEMP Tapered Isotherm RN GAFTEMP GAFCANTTM GAFTEMP GAFEDGETM Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTEMP Recover Board Shingle- MateTM Underlayment Test Dimensions Specification 60 Ib. kegs 60 Ib. kegs Various Various Various Various Various Various Various Various Various Various 1/2" thick, Various sizes 4 sq. roll 30 lbs. PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 PA 110 Perlite board Page 9 of 41 underlayment Product Control No: 97 0804.21 Product Description SEBS modified asphalt SEBS modified asphalt Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Tapered Polyisocyanurate /wood fiberboard composite Tapered polyisocyanurate foam Tapered polyisocyanurate foam Tapered polyisocyanurate foam Cut perlite board Tapered perlite board PA 110 Tapered perlite board Fiberglass reinforced shingle Roofing Product Control Examiner Test Product Product Dimensions Specification Description GAFTITE® ASAP 500 per box PA 114 Pre - assembled fastener and metal and plastic plates Page 10 of 41 Product Control No: 97- 0804.21 . oaga, Roofing Product Control Examiner Pyrox ACFoam 1 Product Control No: 97- 0804.21 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer various PA 110 Polyisocyanurate foam Apache Products Co. insulation (with current PCA) various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products (with current PCA) Hy -Therm Nail -line various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm SP various PA 110 Polyisocyanurate foam Celotex Corp. insulation. (with current PCA) Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm Stable R various PA 110 Polyisocyanurate foam Celotex Corp. insulation (with current PCA) Hy -Therm White various PA 110 Polyisocyanurate foam Celotex Corp. Line insulation (with current PCA) Anchorbond Fastener PA 114 Insulation fastening Celotex Corp. assembly (with current PCA) Dekfast Fasteners PA 114 Insulation fastener for steel Construction #14 and concrete decks Fasteners Inc. (with current PCA) Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners Inc. (with current PCA) Page 11 of 41 u oaga, Roofing Product Control Examiner Dekfast Lock Plate Dekfast Fasteners #I4 Product Dekfast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS High Density Wood Fiberboard Pelite /Urethane Composite Perlite Insulation Polyethylene Red Rosin Roofing Nails Dimensions 3" x 3 1/4" various various various various 4 mil min. various Minimum # 12 Test Specification PA 114 PA 114 PA 114 PA 110 PA 114 Product Description Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Corrosion resistant annular ring shank nails Page 12 of 41 Product Control No: 97- 0804.21 Manufacturer Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTM D 312 Type III or IV Hot asphlat generic bitumin adhesive ASTM D 41 Asphalt Primer generic PA 110 Extruded polystyrene generic insulation PA 110 Wood fiber insulation board generic PA 110 Perlite / urethane composite generic board insulation generic generic generic generic Roofing Product Control Examiner Test Product Product Dimensions Specification Description Olympic Fastener #14 Olympic 3.25" round PA 114 Polypropylene Olympic Polypropylene plastic plate Manufacturing Group, Inc. (with current PCA) Olympic Fastener #12 Olympic Fastener ASAP GlasFast Fastener Product Control No: 97- 0804.21 Manufacturer PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Insulation fastener Olympic Manufacturing Group, Inc. (with current PCA) PA 114 Pre - assembled Insulation Olympic fastener and plate Manufacturing Group, Inc. (with current PCA) Olympic CR Base PA 114 Insulation fastener Olympic Felt Fastener and assembly for Base Sheet Manufacturing Base Sheet Disc fastening only Group, Inc. (with current PCA) PA 114 Insulation fastener Owens- Corning assembly with recessed Fiberglas Corp. plastic plate (with current PCA) Paroc Base Board various PA 110 Rockwool insulation Paroc Cap Board various PA 110 Rockwool insulation Multi -Max FA various PA 110 Polyisocyanurate foam insulation Page 14 of 41 Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Multi -Max various PA 110 Polyisocyanurate foam Rmax, Inc. insulation (with current PCA) Rmax, Inc. (with current PCA) Roofing Product Control Examiner UltraGard Product Insul -Fixx Fastener Ihsul -Fixx P Rawl Fasteners #12 • Rawl Fasteners #14 Tru -Fast Plastic Plate Test Dimensions Specification various 3" round Rawl 2" Plate 2" round Rawl 3" Plate 3" round Rawlite 3" Plate 3" round Super Prep II • Tru -Fast DL PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 121 3.04" round PA 114 Roof coating Page 15 of 41 Product Description Polyisocyanurate foam insulation Insulation fastener for steel and wood decks 3" round polyethylene stress plate Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete 2" round galvalume AZ55 membrane plate 3" round galvalume AZ55 steel plate 3" round galvalume AZ55 steel plate for use with Rawlite fasteners 3.04" round polyethylene plastic plate Product Control No: 97- 0804.21 Manufacturer Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) 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) The Rawlplug Company Inc. (with current PCA) Thermo- Materials, Inc. (with current PCA) • PA 114 Insulation fastener for steel, Tru -Fast or wood (with current PCA) Tru -Fast (with current PCA) oaga, Roofing Product Control Examiner Product Tru -Fast MP-3 3.23" round Tru -Fast HD Tru -Fast {Ultra Tru -Fast DP • Tru -Fast TP Structodeck Dimensions various Test Specification PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 Product Description 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Stainless Steel fastener for use in steel, wood and concrete decks Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Page 16 of 41 Product Control No: 97- 0804.21 Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Roofing Product Control Examiner Test Name Report Date Agency /Identifier Factory Mutual Research Corporation Current Insulation Attachment Requirements FMRC 1996 01.01.96 Factory Mutual Research 'Corporation Wind Uplift FMRC 4470 - PA 114 J.I. OT4A1.AM 08.26.92 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1V8A4.AM 06.28.93 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 1R1A6.AM 11.15.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I.0T2Q4.AM 10.17.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 0Q6A6.AM 07.16.91 Factory Mutual Research Corporation Wind Uplift FMRC 4470 - PA 114 J.I. 3X3A2.AM 08.02.94 Factory Mutual Research Corporation Wind Uplift FMRC.4470 - PA 114 J.1. 0Y9Q5.AM 07.29.94 Factory Mutual Research Corp. Wind Uplift, FMRC 4470 - PA 114 J.I. 1B9A8.AM Underwriters Laboratories, Inc. Fire Resistance Classification UL 790 - PA 114 R1306, 87NK11819 01.01.93 Dynatech Engineering Corporation Wind Uplift PA 114 , #3600.02.95 -1 02.02.95 Dynatech Engineering Corporation Wind Uplift PA 114 #4482.02.95 -1 02.02.95 TEST REPORTS Product Control No: 97- 0804.21 Page 17 of 41 ga, Roofing Product Control Examiner Product Control No: 97- 0804.21 . Systems Deck Type 1I: Wood, Insulated, New Construction or Reroof Deck Description: 19 or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Insulation ' Fastener Fastening Fasteners Fastener Layer Type Detail No. Per Board Density (see PA 117) One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® Isotherm R, E'NRG'Y 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP RecoverBoard Minimum: %2" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard Minimum: 'A" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Paroc Minimum: 2 /<" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Perlite, GAFTEMP® Permalite®, Permalite Tapered Minimum: 3 /4" x 2' x 4' N/A N/A N/A N/A Minimum (for Tapered) '/<" x 2' x4' N/A N/A N/A N/A Approved Type(s): Fiberglas Minimum: 15 /16" x 4' x 4' N/A N/A N/A N/A Approved Type(s): Permalite Tapered Roof Insulation Minimum: '/<" x 2' x 4' N/A N/A N/A N/A Approved Type(s): Tapered Isotherm R, Tapered Isotherm RA, Tapered IsothcrmRN, GAFTEMP Composite Tapered, GAFTEMP Composite A Tapered, GAFTEMP Composite N Tapered Minimum: '/" x 4' x 4' N/A N/A N/A N/A Page 18 of 41 Roofing Product Control Examiner Note: All insulation shall be adhered to the anchor sheet in full moppings of approved hot asphalt within the EVT range and at a rate of 20- 401bsJs Please refer to Metro -Dade County Roofing Application Standard PA 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: Base Sheet: PIy Sheet: Cap Sheet: Maximum Design Pressure: Maximum Fire Classification: Product Control No: 97 0804.21 GAFGLAS® PIy 4 ®, PIy 6 ®, GAFGLAS Flex PIyTM 6, #75 Base Sheet, GAFGLAS #80 Ultima' Base Sheet, STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBERO[D® 20 base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered in two rows 12" in the field. Base sheet shall serve as anchor sheet for attachment of insulation (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Ultima Ultra Base Sheet, GAFGLAS STRATAVENT® Perforated or RUBEROID Modified Base Sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). One, two, or three plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex PIy 6 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 of 20 -40 lbs. /sq.. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating with an application rate of 1.5 gal. /sq.. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. -45 psf (See General Limitation #7) 'A'. See General Limitation #2. Maximum Slope: 3 ":12 "; See General Limitation #3. Page 19of41 r• uloaga, Roofing Product Control Examiner Specification No.: Product Control No: 97- 0804.21. I- B -5 -M, I- B- 5 -M/P6, I- B -5 -G, I- B- 5 -G/P6, 1- B -5 -C, 1- B- 5 -C /P6, I- 0 -5 -M, I- 0- 5 -M/P6 I- B-4-M, 1- B- 4 -M /P6, I- 0 -4 =M, I- 0- 4 -M /P6, I- B -4 -G, I- B- 4 -G /P6, I- 0 -4 -G, I- 0- 4- G -/P6, I- 0-4-C, I- 0- 4 -C /P6, I- B -4 -C, I- B- 4 -C/P6, I- B -3 -M, I- B -3 -G, 1- B -3 -C, I- 0- 3- M,1- 0 -3 -G, 1- 0 -3 -C, Page 20 of 41 Roofing Product Control Examiner Wood Deck System Limitations: Product Control No: 97 0804.21 1. Fastener spacing for anchor sheet attachment is based on a Minimum Characteristic Force (F') of 95 Ibf or greater as tested in compliance with Merto -Dade County Protocol PA 105. If F' as tested is below 95 Ibf, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Merto -Dade County Protocol PA 105 and calculations in compliance with Metro -Dade Roofing Application Stanadrd PA 117. 2 All standard insulation panel sizes are acceptable for mechanical attachment. When panels are applied in hot asphalt, maximum panel size shall be 4' x 4'. a. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 275 Ibf. as tested in compliance with Merto -Dade County Protocol PA 105 & Roofing Application Standard PA 117. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 3 A slip sheet is required with Ply 4® Flex PIyTM' 6 and Ply 6® when used as a mechanically fastened base or anchor sheet. 4. '/ Type X gypsum board is acceptable to be installed directly over the wood deck.. Page 37 of 41 oaga, Roofing Product Control Examiner GENERAL LIMITATIONS Page 38 of 4 l Product Control No: 97- 0804.21 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the,South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4 An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used, install one layer of GAFGLASS STRATAVENT Perforated, laid dry.A 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 of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. Where STRATAVENT Perforated is used over approved isocyanurate foam insulation, the maximum design pressure is limited to —60psf. 5 All work shall be performed by a contractor licensed to do roofing work in Metro -Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. ran Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.21 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind Toad requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 Ibf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 13 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. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117. Page 39 of 41 Roofing Product Control xam 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re - covery/re roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance with the wind Toad requirements of Chapter 23 of the South Florida Building Code to the design pressure of the roof. 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). No 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 #7 will not be applicable.) Page 40 of 41 Product Control No: 97- 0804.21 u oaga, Roofing Product Control Examiner. 1 • Product Control No: 97 0804.21 GAF Materials Corporation ACCEPTANCE NO.: 97- 0804.21 1361 Alps Road APPROVED : November 4, 1997 Wayne, NJ 07470 EXPIRES : November 4, 2000 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. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -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. 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. 5 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 Metro -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 well 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 times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance 'shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 41 END OF THIS ACCEPTANCE Page 41 of 41 Roofing Product Control Examiner at 1.2 l at 1 at 1.2 mils). yfoam )lors), 1 -1/4 ied at s). /foam )l/sq/ )plied foam at 1 ation 1 (12 foam at 1 ition 1 (15 = oam (14 ess. it 1 rs), !ss. f5 lex ast q. N) an fic )le is in • ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued the gypsum board and overlayment 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 overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens -Deck" in hot asphalt. " GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks") may be substituted for 61 asphalt glass fiber ply sheet (" GAFGLAS 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 mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ® " or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the.following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type 61 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type 61 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. 1. 1. 1. 8 1. 2. LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 133 ROOFING SYSTEMS (TGFU) — Continued Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fi mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may nailed). Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS P 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Shee 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet". Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS P 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Shee 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glassfiber, isocyanurate, urethan perlite/isocyanurate composite, perlite /urethane composite, phenoli 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. . Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, gla fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlit urethane composite, wood fiber /isocyanurate composite, phenolic, an thickness. Base Sheet Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) o "Ruberoid Mop Plus " (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class B Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more Sheet: of Type 61 "GAFGLAS Ply 4" or "GAFGLAS • Ca p Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type 61, 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. Class C Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply S heet: Three or more layers of Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. • COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. ber be ly t". ly t". e, c, Or ss e / y ), Date / Job Address ;447 AvF 99.57 Tax Folio 11 3 aG'6O 3V02 70 Legal Description Owner / Lessee / Tenant GC 9 / f L Master Permit IP e Ik /I Owner's Address Contracting Co. H-/-- &'i//1-/f,25 COA117 (b - Address /77 % /)//i m_.4-e/ 35/5f Qualifier 1/2 /, eWbV9-/PO5 SS# Phone S 3f - 3/5 State 1f Municipal # Competency # 903 9 Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / F Gt/000 Cc , C ,dMN5i /4if/O eoA/CiP6 - >t VA-4 (-(5 /9- 7 Ail' Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I aut e above -named c• tractor to do the work stated. Signature of owner and /or Condo President Date: 0/8/97 Nom. 3 ct PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 967 /1// 9? - /l /fir 544'/6 53/5r Phone 75 -6 3 95 Notary as to Owner and /or Condo President My Commission Expires: ** * FEES: PERMIT APPROVED: OFFICIAL NOTARY SEAL MARCIA HILMS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC339927 MY IOMMIS ION EXIi!tJAN. 20,1098 RADON C.C.F. '✓ NOTARY Fire Zoning Building Mechanical 17 ' .Plumbidq Estimated Cost(value) 1 /50 0 ' 14= Signature of Contractor or Owner- Builder Date: oAe_,e_a) Notary as to Contractor or Owner- Builder My Commission E.p ;raa • OFFICIAL NOTARY SEAL MARIA HILMs NOTARY PUBLIC STATE OF FLORIDA * * * * COMMISSION*JO. CC339927 ** MY COMMISSION EXP. J 20,1998 TOTAL DUE (0 tolgJv Other Electrical Engineering CITY OF MIAMI BEACH - BUILDING DEPARTMENT. APPENDDC 2 NOTICE OF COMMENCEMENT 9784 -59641 1997 OCT 09 08:31 'ERMIT NUMBER: TAX FOLIO NUMBER: k //3) nip: ;i/o 7 n i TATE OF FLORIDA COUNTY OF DADE HE UNDERSIGNED hereby gives notice that improvements w171 be made to certain real property, and in accordance with Thapter 713, Florida Statutes, the following information in provided in this Notice of Commencement. egal description of property and street address: ?h 1 /t/E 19 • T ,4 /if'M 1 57f0/1 31/37 'escription of improvement /{ 1 ,1 -hle-6 Lv' tr i D /3G 4'M COL i(,-d h/5 An/8 Li/4 (S A- 7 F /Ia/ /T G Aiforow )wner(s) name and address: GE o /l G E Merest in property. b w A/ . Q c 7 tit q lame and address of fee simple titleholder. o I O t•tn� Sell. T,DL'nt Of bond: $ JE R CkK, ® . .t and C ?nder's name and address: REV 1/97 SIGNATURE OF OWNER int Owners Name: GEORGE LC, 14 6.c.CE/� vom to and subscribed before me on this 8± ly of CCM C2 19 ci . Personally Known, or Produced ID Oath taken, / Oath not taken fr /y /Ai S1.6w. f 33 /3" . :ontractor's name and address: /,L /, _ f/)' er/v5( ('t' - /)/ t /ES/ /1 e/� 'A / if /71/x v/ - 3 3/.3 1 - urety: (Payment bond required by owner from contractor, if any) ame and address: F FLORIDA, COON if OF OADE 9he 1 mewl th. STATE 0 ' this Is o true PY of do 0 CERTIFY Mite en lh:e o• ?rsons within the state of Florida designed by Owner upon whom notices or other documents may be served as ovided by Section 713.13(1)(a)7., Florida Statutes, ame and address: g Eo r' r ' 17 /2 9" 7 /v 9 9 i 71 //i //�4iki'i wIty 'ti FL- 33/3 addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in ?ction 713.13(1)(b), Florida - Statutes, ame and address: :piration date of this Notice of Commencement: (the expiration date is one (1) year from the date of recording unless lifferent date is specified) Prepared by :: 2 q / /./ P-- Address: / 7 /9 ecs7 1171E • /MI //Im/ /3(// Ft 33/3'7 Notary Public: Print Notary's Name: Commission Expiration MAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC339927 MYFEOMMISSIONt FYP. IAN. WI loon Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village. Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date September 27 19 911__ Owner's Name and Address George E. and Connie V. LeVasser Na 967 NE 99Street Registered Architect and /or Engineer Name and address of licensed contractor J • M• Montgomery Roofing Co., Inc. 9950 SW 168 Terrace, Miami, Fla 33157 r s l d 232 -2 Folio #11- 3206 - 034 - 0270 -1 E .oc t ti O o Q agd.leg�gpjpt {on lot built on 170 Subdivision : Lot L 22 & H' 1 L Blocck Subdivision Miami Shores Sec. 8 PB 14 -33 Street and Number where work is to be done 967 NE 99- _Street State work to be done and purpose of building (by floors). state exterior colors (submit samples) Re- roofing 36 squares using one glass ply and one #90 mineral surfaced felt set in hot asphalt. Apply one inch Boca white solid colored cement shingle t i l e set in type "M" mortar and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements s , 000 - 00 Amount of Permit S Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live Toad to be borne by each floor I hereby submit all 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 obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida, Permanent Supplement. an as co • . • • • with the provisions t ''•f. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed u • thi •ermi : ill post • to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned y s • empl-. my s ch su• o �I •rs, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. Permit No Disapproved (Signed) ),SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Before me, the undersigned authority, a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared Frank E. Jenkins to me well known. and who. being by me first duly sworn, upon oath deposes and says that he is the President of the above described construction, that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated-ore true. (3 0 Date )e1 ` f Ta Building Inspector Date Frank E. Jen = - 'dent r w Read. Swo to and Su scribed before me. My Commission Expires PLANNING BOARD DATE Notary IV ‘ State of Florida O�OY dd': '63 ':GYS; .r AP y01801a 0 :1J1S 1T i!!;1 Chairman Member Member Member Member Member Date Disapproved Approved PP roved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and:or workmanship. BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statcme•nt ur iiie 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 ktiam1 Shores Village, Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village. and ali rules and - regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. // Date Owner's Name and Address Oc � ° i� _...• . N S'S E Registered Architect and /or En; inset ........... » ................».» .— .._..__._.. »...... Name and address of licensed contractor Walter Scott Roofing & Repair, Location and legal description of lot to bullS on• 4 Lot / Bloc . »�4 a l j � ` lGlt -._ Subdivision22 Street and Number where work is to be done L 4' 7 N 19 S T State work to be one and purpose of building (by floors). .-47.Z20-/ O0-i 11 4- rf /C S /y T r � pealed New Building Remodeling /r — To be constructed of Kind of foundation...... . --• `� i, .•. -- Estimated Total cost of improvements $ - -....• ., tiee - - ' = ----- Amount of Permit i 0 t Zonecubage required ............... .. ».......... »...... » ».-- -_.__. .Plan Cubage..._.... »-... _. Distance •to next nearest building Maximum live load to be borne by each floor 1 hereby submit all the plans nndd.specifications_foy� aid building. All notices with reference to the building and. its construction may be sent to.. • e;(,/7/74..... V e 7 p /�E - o F'i Mt, aL /� Psr i iL 1 Ai • The undersigned applicant for this building permit does hereby crrtify that he understands and accepts his obligations as an employer of Libor under the 'Florida Workmen's en's Compensation Act. being Section 59GG, Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by him in the work to be periorncd tinder this permit; and will post or muse to be posted for inspection on the site of the wor such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontr fctors, on work t be p r armed this pcnnit. as are licensed by Miami Shores Village. Rein. mks.. ._._ ..... - .....- ..— .».......» » STATE OF FLORIDA, COUNTY OF DADE. i ss • Before me. the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- and who. being by me first duly sworn. upon oath deposes and says that he is the. .... of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein. by him stated are e Permit No..`G'`. Date Disapproved (Sinned) MIAMI SHORES VILLAGE Building Inspector Repairs S Addition Repair No. of Stories • - Roof Covering ' � .— _._ —Size of Building Lot (Signed) PLANNINC BOARD 01/8 7 S 5 4 • •.•••H111.•- •1H• ••1H • St�HAff/A. - .....ttf H!ttf t• Inc. 675 Ali Baba Avenue Opa Locka FL 33054 . // jy A271 / Read. Sworn to and Subscribed before me. Notary Public. State of Florida My Commiuion Expires . . DATE /ndA. -e- pek„. and for no other purpose. C to me well lenown. C'riair:nan Member M ember Member — -- .- _• - - -- Member — _..._. »...._ »... Council Approved ..- .___- -.Date Disapproved .. ».._..._.._ ..... Date C/ 1•:: A ch.,rge of 31.00 will be made for making corrections or changes to this application after approval has been obtained from the l'Iminii..4 l u.erd. A ft...Inspection fee of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anu /or workmanship. MIAMI SHORES VILLAGE Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and ''//g //a�e� p of lot to be built : Lot______ J_!_ ' Block /7 S vision ,, Street and Number where work is to be done_��Ihy Disapproved (Signed) State work to be done and purpose of building (by floors)_ and for no other purpose. New Building_ / Remodeling Addition Repairs No. of� s To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements 1 Amount of Permit $ Zone cubage required___.________________ ___ __ _flan Cubage Distance to next nearest building _ ____________Size of Building Lot Maximum live load to be borne by each floor I hereby su ll 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 Florida Workmen's Compensation Act, being Section 5986, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontract. ,, t; performed under this permit, as are licensed by Miami Shores Village. Remarks_______— ____ -- (Signed Bu' J g Inspector BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date v _ , 19 No Street Date 2 STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ___ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are ��jj / Permit No .... _2 Z2, d Date_ 3 - (o-_‘ Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING 3OARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building 1--' f Architect Contractor or Builder • - -g1.1 Legal Lot Description 1 CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE 3 PERMIT N9 7982 Contractor's 7 License No. Work to be performed under this Permit Subdi- vision Address of j 7 - - Value of /1. 1 . Building � t' - , : -'� Project ect $ 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 shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed•i. -e ,� f�''•- 4 � r .,A' , . In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in Compliance with a pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to tha4'oper au ies cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. Amount of Permit $ BY AUTHORITY INSPECTOR d regulations es Village. In ac.