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BP04-814 (RE-ROOFING)Dat Type Insp'n Permit No. Inspection Date Re- Insp'n Fee MIAMI SHORES VILLAGE • 4 BUILDING DEPARTMENT 305- 795 -2204` - ' Building Inspection Request Name Address L 1 2\ (, 1 ) - Company Phone # D Li fi J--A MIAMI SHORES VILLAGE • BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 3013 1n l i p6Ogv�S Type Insp'n TI I� Pk2s5 Permit No. 6P0 *At. I5+ Name Address �j Company �c (eI `c, ° cQ ci Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE ' (,\ BUILDING DEPARTMENT 0 � 305-795-2204 Building Inspection Request Date —/ 0 Type Insp'n 7Th? c f7 / 7 O 7 'O/ Permit No. 6P 6 Y' c8f, Name ©�f Address q 7 Ale 9/ S7 Company GL( F7 Phone # (r1(o V / 6- ' 9 / th Inspection Date 7 Approved Correction Re- Insp'n Fee I ;-- ; ! ! ! ! 1 1 I __-- t . i •1 I I I . 1 i ! • , i r ; : t t I i 1 ! t , , • ., j , 1 ' I • • I -----r j I ', • I I f I I 1 , I ' 1 ' ; .. I ' I I • • 1 f -- ! i ! 1 • ■ ■ . i ■ i ! , I i 1 ■ ' % i i ! i 1 ! i i 1 ■ i 1 1 i i i ! ' 1 ■ ! I 1 1 - ! . I i 1 ) - I i 11 I i _--• I I I 1 jiiill. 11,.. 1 ■ ; II illifillli ii 1, 1 ------- ; ; -- - ------ - -; i 1 1 i I --,-- i i -i ' I . .3*"---- i -- r Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 ? P 26 �7 1� j �+p 51 C 76 2 27 1 52 y 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 _ _ 96 22 47 72 97 23 48 73 98 24 49 74 99 25 ....____.k 50 75 100 THIS R BMITTED BY: Civil Engineer: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION p Owner's Name C Permit # � i a°04.-Es t 4 Job Address 1 1 i� - co f $-o (A4-4,1 - I Roofing Contractor: lc, �t p Type of Tile: 'S ,� ' . -' - Date Installed: 7 "2 ? - o 1- Approximate Roof Height: i 2 feet Roof Pitch: - - 1'Z— Type of Access to Roof: Scaffolds Other Approximate Square Footage of Roof 34 00 ft2 •✓ Ladder Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. tip — 4 -o 4 IN ACCORDANCE WIT HE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONT 61L ST. P.E. 7" TEST RESULTS P = PASS, F = FAIL PRINTED BY: UNIQUE GRAPHICS: 954 - 484 -9923 FAX: 954-484 -9967 Project N Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -814 Printed: 6/14/2004 Applicant: OPRE Owner: LLC JOB ADDRESS: 79 Contractor MAGIC ROOFING INC. Local Phone: 305 - 634 -5251 Parcel # 1132060130130 NE 91 Fees: Description Amount FEE2004 -6094 CCF $11.40 FEE2004 -6095 Training and Education Fee $3.80 FEE2004 -6096 Technology Fee $8.13 FEE2004 -6097 Scanning Fee $12.00 FEE2004 -6098 Building Fee $325.00 Total Fees: $360.33 Total Fees: $10.33 ` 0\ Total Receipts: $0100 31D. D�O . Permit Status: APPROVED Permit Expiration: 12/8/2004 Construction Value: $18,350.00 Work: RE -ROOF COLOR THRU TILE AND FLAT ROOF Signed: (INSPECTOR) Building Permit LLC OPRE ST Page 1 of 1 Contractor's Address: 2469 NW 21 TERR Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 21 & W1/2 LOT 22 BLK 1 LOT SIZE 3 ARC 2 3 Pa In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: (. \_IL BUILDING - PERMIT APPLICATION FBC 2001 $ Value of Work For this Permit Total Fee Now Due $ 3 0 , (Continued on opposite side) Miami Shores Village ~L '� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing,. Owner's Name (Fee Simple Titleholder) C' t e Li- `- Phone # Owner's Address - 7 9 / • 6 1/ •(f! City/)J / /if//I tc // s State r c • Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 7 9 /t✓ -G . r,/ l" City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO " ` 7 Contractor's Company Name .),7 (1 "' ! � a", Phone # ,3 j )5 '‘ - "' s �' Contractor's Address i)) e ..- l . Cit )) L - t i 4 - 4 = t ; State L-- Zip 3,-;3/ Qualifier t a State Certificate or Registration No. C- GC_ - Architect/Engineer's Name (if applicable) Phone # 1 S) Type of Work: ❑Addition ElAlteration ❑New � ` Repair/Replace El Demolition • Describe Work: 1 ►. , . �a r� fir_ t t-n_') i . l:�i��.r n ¢�it /S44./t_tt; Permit No. 9 - 0`f - Master Permit No. Zip Certificate of Competency No. C (Z& Square Footage Of Work: (..> / ' *** * * * *� * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * ** `.S Submittal Fee 8 Sy C tt 1O13b Permit Fee $3 . 0 a CCF $ Notary S 0 Training/Education Fee $ b Scanning $ 1 (? () 0 Radon $ Code Enforcement $ Structural Plan Review. $ Technology Fee $ 8c / 3 D co /cc Zoning Bond $ Ci ty State Zip � — Mortgage Lender's Name (if applicable) /v - Mortgage Lender's Address N 1 City State Signature Chc 05/13/03 Owner or Agent Signature day of 20 04; by , day of ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *. * * * * * * * * * * * * * ** APPLICATION APPROVED BY: / f l/ lans Examiner Engineer Zoning Bonding Company's Name (if applicable) Bonding Company's Address Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this 4 The foregoing instrument was acknowledged before me this? As i AL 1 5446 Y PUBLIC: Sign: Print: A v 20 04, by who is personally kno i me or who has produced who is personally k e to me or who has produced entification and who did take an oath. -ntification and who did take an oath. NOTARY PUBLIC: �y yriu Si . �°� ANTONIO COSANO -`� f .� ANTONIO COSANC gn: C. ��� EXPIRES: October 8, 200 Print: Ati704 4O ?or 0 EXPIRES: October 6, 2006 �, ► Z�i : 1- 800.3-NOTARY FL wary Service & Bonding, Inc :a r • n • -. My Commission Expires: ,,r My c'.¢. `, -2444 My Co on Exp . s Oct 672. `, aOO C ***************************.************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * ** * ** * * * * * * * * * * * * * * ** 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. /� 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). / y r g 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 777 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. •'F 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. J l 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. SECTION 1524 HURRICANE ZONES REQUIRED OWNERS NOTIFI CONSIDERATIONS ���E 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner s /Ag ents ature Date C r CADoi mean sod Settioy\ehemonALad Settinee \Temp \Tempon7 Ioteroet Flies \ConteoLIES\OKLBAFT7ISECTION 1524FII.doc f — i High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: Timm iy _ Low Slope • Asphaltic Shingles E Prescriptive BUR -RAS 150 ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes XNo If yes, what type? CI Natural ❑ LPGX Roof System Information Low slope roof area (ft. Roof Category • Mechanically Fastened Tile • Metal Panel/Shingles • Other: Section A (General Information) Process No. t ) / Roof Type Steep Sloped area (ft. Section B (Roof Plan Page 2 Job Address: Mortar /Adhesive 0 Wood Shingles /Shakes Total (ft.') 12 ,y 1 6 1 Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly i ientity dimensions of elevated pressure and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): • Mee N A g 0 COMMON r Roof Slope: i"/12" Roof Roof Mean Height: _r Ridge Ventilation: I Method of Tile Attachment: I N/A u gh Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Altemate Tile Attachment Method: I �^ Clip Spacing for Metal Roof Panels Field: 1 • J Perimeters: 7 Comers: Perimeter Width: Section D (Steep Sloped Roof System) Sloped System Description Page 4 Deck Type: 15/8" Plywood Altemate Deck Type: Underlayme Fasteners: 1 oof Covering: t type: Drip Edge Fastener Type: Insulation /Fire Barrier Board: Optional Nailable Substrate: Cap Sheet Type /Adhesive Type: Roof Covering Attachment M hod: Drip Edge Size & Gauge:1 face 26 ga. �( Drip Edge Material Type: I Galvanized Metal & O? -f { Hook Strip /Cleat ga. or weight: N/A li Page 1 of 1 Roof System Manufacturer: I Notice of Acceptance Number: I O:7 ' ili5 — 03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: P2: .i''� ' P3: 9 Maximum Design Wind Pressures, (From the PCA Specific system): In 2r Roof Slope: i"/12" Roof Roof Mean Height: _r Ridge Ventilation: I Method of Tile Attachment: I N/A u gh Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Altemate Tile Attachment Method: I �^ Clip Spacing for Metal Roof Panels Field: 1 • J Perimeters: 7 Comers: Perimeter Width: Section D (Steep Sloped Roof System) Sloped System Description Page 4 Deck Type: 15/8" Plywood Altemate Deck Type: Underlayme Fasteners: 1 oof Covering: t type: Drip Edge Fastener Type: Insulation /Fire Barrier Board: Optional Nailable Substrate: Cap Sheet Type /Adhesive Type: Roof Covering Attachment M hod: Drip Edge Size & Gauge:1 face 26 ga. �( Drip Edge Material Type: I Galvanized Metal & O? -f { Hook Strip /Cleat ga. or weight: N/A li Page 1 of 1 Mean Roof Height in Feet 15 ' 20 25 30 40 Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 ugh Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: F7, x A l e3T - Mg: F` I = Mr1: NOA Mf: P 2: L) 00 x A - Mg: 17 o9$ J = Mr1: ►9 NOA Mf: P3: f0 6 xA -Mg: Frr =Mr1: FT NOA Mf: Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 Page 1 of 1 System Manufacturer: NOA No:1 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: J '.S Pmax 2: g7I 3 Pmax3: 1 13 f • V' Maximum Design Pressure, From the Specific NOA System: I Deck type:1 / Plywood • These decks require a fastener pull test by an approved test labratory Other Deck Type: Joist Spacing: 'High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Slope: Anchor /Base Sheet & No. of Ply(s): Section C (Low Sloped Roof System) Fill in the Specific Roof Assembly components and Identify Manufacturer (If a component is not used, identify as "NA ") Anchor/Base Sheet Fastener /Bonding Material: Insulation Base Layer /Size & Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Fastener /Bonding Material: - fr Insulation Top Layer /Size & Thickness: Page 3 Wood Nailer: Base Sheet(s) & No. of Ply(s): 1 0-7s o 0 ) Base �t Stye! Fastener/Bonding Mat dial: 1 Ply Sheet(s) & No. of PI s): Ply Sh et Fastener /Bonding Material: Drip Edge Size & Gauge: Drip Edge Material Type:1 Galvinized Metal Hook Strip /Cleat gauge or weight: N/A Coping Metal: I Top Ply: u W(A 0044 Silt (i. ciPsWc F Top Ply Faste ing /Bondin Mate '.I• Surfacing: FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: 11 ' " R.S. Nails Altemate Fasteners:1 1. Field: 1 �_I" o/c @ laps & 1 9 rows @ F " o/c 2. Perimeter: " o/c @ laps & _ rows @ 1 GUf " o/c 3. Comers: 14, 1 " o/c @ laps & I[J rows @ [ " o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: ( f • r 12" face 26 ga. !:J Perimeter: — l Corner: Page 1 of 1 1�J High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. f 17S 845e %G. 3x3 44 v 04;p 93On as FdL7 ! CV SN6dT #'4= 7 45 PNI?61 v -A Pai'eg �~ PAY NT en HA, Page 3a rl Parapet Wall Height Ft MeanRoofHeight_ FL Page 1 of 1 FILE No .379 06/09 '04 13:27 I D :FLAN J MARCUS P . A . %AT I C FAX :305 937 1857 PAGE 3i 7 May 27, 2004 ALAN J. MARCUS 20803 BISCAYNE BOULEVARD, STE. 301 AVENTURA, FL 33180 FLORIDA DEPARTMENT OF STATE Glenda E. Hood Secretary of State The Articles of Organization for OPRE, LLC were filed on May 19, 2004, and assigned document number L04000040282. Please refer to this number whenever corresponding with this office. In accordance with section 608.406(2), F.S., the name of this limited liability company is filed with the Department of State for public notice only and is granted without regard to any other name recorded with the Division of Corporations. The certification you requested is enclosed. A limited liability annual report/uniform business report will be due this office between January 1 and May 1 of the year following the calendar year of the file date. A Federal Employer Identification (FEI) number may be required before this report can be filed. Please apply NOW with the Internal Revenue Service by calling 1- 800 -829 -3676 and requesting form SS-4. Please be aware if the limited liability company address changes, it is the responsibility of the limited liability to notify this office. Should you have any questions regarding this matter, please contact this office at the address given below. Jason Merrick Document Specialist Registration/Foreign Qualification Division of Corporations Letter Number: 404A00037246 FILE No.379 06/09 '04 13:28 ID:ALAN 3 MARCUS P.A./AT1C FAX:305 937 1857 PAGE 4/ 7 • .11 • • AICA•91 ''',1,!144*,tstlA4 • 40 ex. • • 1,741 CWI.IN r;likr?,1.01N4 • r•%.110r \ '4/WNW_ , s - 4 4WATVCOIV4 Alt CR2E022 (2-03) arpurtuttlit of tair I certify the attached is a true and correct copy of the Articles of Organization of OPRE, LLC, a limited liability company organized under the laws of the state of Florida, filed on May 19, 2004, as shown by the records of this office. The document number of this limited liability company is L04000040282. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Twenty-seventh day of May, 2004 Moc)r-/ Gienbax E. Secretnrr 130;tate • W 0 • • A ''^ 0,..- 0 4 s ^s, • 0 FILE No .379 06/09 '04 13:29 I D : ALAN J MARCUS P . A . fAT I C FAX :305 937 1857 PAGE 5% 7 ARTICLES OF ORGANIZATION OF OPRE, LLC ARTICLE i - Nave The name of the Limited Liability Company is OPRE, LLC, (the"Company"). ARTICLE it - Address The mailing address and street address of the principal office of the Company is: c/o Alan J. Marcus at 20803 Biscayne Blvd. Suite 301 Aventura, FL 33180. ARTICLE III > Duration The Company shall exist for a period of no less than thirty (30) years, and no rnore than fifty (50) years from the date of filing these Articles of Organization, unless sooner dissolved in accordance with Florida law. ARTICLE IV - Management The daily, usual course of business of the Company will be managed by its managing member (the "Manager "). The Manager shall be elected annually by the members in the manner prescribed by and provided for in the Regulations of the Company. The Manager shall also have responsibilities accorded to him by the members and as set forth in the Regulations of the Company. The members reserve the genera! management of the Company to themselves, and therefore all decisions outside the usual course of the Company's business will require a vote of the members holding two- thirds interest in the Company. The name and address of the Manager who is to serve is as follows: MICHAEL MARTINEZ 1805 N.E. 118th Road North Miami, FL 33181 Page 1 of 3 GJ FILE No .379 06%09 '04 13:29 I D : ALAN MARCUS P . A . /4T I C FAX :305 937 1857 ARTICLE V - Admission of Additiionat Members The right, if given, of the remaining members to admit additional members and the terms and condition of the admissions shall be subject to a vote of a majority of the existing members and conditioned on the new member's agreement to abide by all existing agreements of the members regarding the conduct of Company. ARTICLE VI - Members RI hts to Continue Business fin the event of the termination of the Company due to death, retirernent, resignation, expulsion, bankruptcy or dissolution of a member or the occurrence of any other event which terminates the continued membership of a member in the Company, the remaining or surviving members may continue in the business of the Company provided that not less than a majority of the ownership interests agree to do so in writing. Signature of member or an authoriz =presentative of a member In accordance with section 608.408(3), Florida Statutes, the execution of this Affidavit constitutes an affirmation under the penalties of perjury that the facts stated herein are true. MICHAEL MARTINEZ. Manager Printed or typed name of eignee Pay& 2 of 3 PAGE 5 7 C/� FILE No.379 06/:Y '04 13:29 !D:ALAN 3 MARCUS P.A.SATIC FAX:305 937 1857 PAGE 7/ 7 CERTIFICATION OF DESIGNATION OF REGISTERED AGENT /REGISTERED OFFICE PURSUANT TO THE PROVISIONS OF SECTION 608,415 OR 608.507, FLORIDA STATUES, THE UNDERSIGNED LIMITED LIABILITY COMPANY SUBMITS THE FOLLOWING STATEMENT TO DESIGNATE A REGISTERED OFFICE AND REGISTERED AGENT IN THE STATE OF FLORIDA 1. The name of the limited liability company is OPRE, LLC. 2. The name and the Florida street address of the registered agent is: Alan J. Marcus 20803 Biscayne Boulevard Suite 301 Aventura, Florida 33180, Having been named as Registered Agent and to accept Service of Process for the above stated limited liability company at the place designated in this Certificate, I hereby accept appointment as- Registered Agent and agree to act in this capacity. !further agree to comply with the provisions of statutes relating to the proper and complete performance of my duties and 1 am familiar with and accept the obligations of my position as registered agent. Page 3 of 3 /1/4 6,„ ALAN J. MARCUS Registered Agent Dated: May 18, 2004 PEIWIT NO. - IAX FOLIO NO. 11 3 0 SIAIE OF FLOIlIDA: COM I Y OF MIAMI UAIJE: TI IE UNDEFISIGNE-D hereby gives I lace that iiiiploveniellIs will be wade to certain . eal inopetty, and lit mundane() with Chapter 713, Floi ida Stattlies, the following Information is psovided 1111111s Notice of Commencemetit. 1. Legal description of proper ty and str eel/address: ...,g(9-es•61 Pylig• fiffi& deJk 2. Description of improvement: 3. Owner (s) name and address: 7 q N 9 I .d iVi Interest in property: Name and address of fee simple titleholder: MAGI): ri0OFING INC. 4. Contractor's name and address: --- 2469 NEW. 21 TERR, MIAMI, FL, 331 5. Solely: (Payment bond required by owner from contractor, if arm) A.) / Name and address: Amour it of bond $ (3. Ler rder's name and address: 7. Persons within the state of Florida de signaled by Owner upon whom notices or other documents n- be served as provided by Section 713.13(1)(a)7., nor ida Statutes, Name arid address: B. In addition to himself, Owners designates tire following person(s) to receive a copy of the Lienor's Notice, as provided iii Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Corronencement: (the expiration different da... Sigrrature Print Owner's Name M i -i4 Sworn II to and subscribed before me till NOTICE OF CIMIVIENCEIVIENIT A RECORDED COPY MUST DE POS1ED ON illE JOB SIIE IF 11rVIE OF FIRST INSPEC11011 Notary Public Print Notary's Name s) 11-12,[014 /?- /2a z.) CFRE pe ant.: 4. P g4, • ANTONIO CO$ANO 'of:" N 2 OrCir A RAJ A 71 354 OR Bk 22390 Ps (1Ps) RECOMED 06/14/2o4 10:53:19 HARVEY RUVINI CLERK 13F COURT MIAMI-DADE COUNTY.? FLORIDA LAST PAGE • ll1llhi1L 1111E11111111111111111 1111 11771024 date Is 1 year from the date of rcc ;ding unless a Prepared by / e•:-/ / 02924 , 26 64. AddreSs: 7 7 - 1 / .11.) q i / ' .(19.7)i • g r • 06/15/01 FRI 13:33 FAX 954 578 1042 POLYPOAM PRODUCTS.INC. jolvfoarg Products, Inc. ACCEPTANCE No. : 01- 0404.01 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documents, including test- supporting data, engineering documents, arc no older than eight (8) years. 3. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in tho 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 thc product is not in compliance with the code changes. b. "The product is no longer the same product (identical) as the ono 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 tho 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 thc words Mianii-Dadc 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 bo provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time, The engineer nccd not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for terrnination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 8. A rITict?iir.'nu.' : :n: 71 ' 1 /f1 :71 t'fl 11 q lILIL END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner W 009 09/23/2003 10:3d 954 -578 -1042 rotyf_iam Products, Inca PCLYFOAM PROD INC PAGE 97 ACCEPTANCE No. : j- 0521.UZ ADHESIVE PLACEMENT DETAIL 3 I)OUDLE PATTY • Nall through plastic cement sing% paddy under Ole t rlin.a 31n. Slagle Paddy on undelleyment Nei 1lrenfh platlle cement Stngte paddy ender Ole Singh paddy bebw+n ea i Ir r i In. otediwe elre paddy OM course only path Wegtele Ewe mare Drip edge Frank 7 RRC Prcxkucl f -ntrol E a1111nur 09/23/2003 10: 34 954 -578 -1042 Poivfoam Prod ucts r 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be Jet within 2 to 3 minutes after Polypro® Af[ 160 has becrt dispensed. 4.9 Polypro® AI.1160 placement and minimum patty weight shall bC in accordance with the 'Placement Details' herein. Bach generic tile profile requires the specific placement noted herein. Hibh Profile (2 Piece Darrel) Flat. Low. Hi :h Profilus Flat. Low. Hi h Profiles Table Tilerrofilc Flat, Lo.'. Hi h Profiles fl t #2 f!3 17 /side on cap and 341•an 24 N/A N/A 8 5. LA All Polypro® AH 160 containers shall comply with the Standard Conditions listed heroin, 6. DUf MING PERMIT REQUIREMENTS 4.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, A _,.; - i •• n, r n 7 6I/ 7 H t . i t l a • POLYFOP.M PROD INC PAt*I 04 ACCEPTANCE No.: 01_051142 35 N/A 1: Adi csive Placement For Each Generic Tile 'ratite Placement Single Paddy Weight Two Paddy Weight Detail Min. (grams) per paddy Min. rAms Frank Zuloaga, RRC Product Control Examiner a 1A1 09/23/2003 10:34 954 - 570- 1 POLYFOAM PROD INC PAGE 03 PoIvJjnt Products Ind ACCEPTANCE No.: 01•.0521.02 Note: The physical properties listed nbove are presented as typical average values as determined by accepted ASTM te me and urc subject to normal manufacturing variation. 3. LIMITATIONS 3.1 fire classification is not part of this acceptance. Refer to the Prepared hoof Tile Assembly for lire rating, Polypro® AI•I 160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Rooting Application Standard RAS 120, 3.4 Roof Tile manufactures acquiring, acceptance fOr the use of Polypro® AI-1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101, 3.5 Roof Tile manufactures acquiring acceptance For two paddy placement with the use of Polypro® Ai roof the adhesive with their tile assemblies shall test in accordance with PA '101 and with section 10.4 as modified herein. ( —w MS 4, INSTALLATION 4.1 Polypro® AI -1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AI-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miarni-Dadc County Roofing Application Standards RAS 127, The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4,4 installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "i3" component shall be maintained between 1.0 -1,15 (A) : t.V (B). The dispense timer shall be set to deliver 0.0175 to 0,15 pounds per tile as determined at calibration, No other settings shall be approved. 4.6 I'olypro0 AE1160 shall be applied with Poatnpro RTFI000 csr Propackt9 30 & 100 dispensing equipment only. 4.7 Polypro® A11160 shall not be exposed permanently to sunli r 1,711e'AM / '1 '1Q/ ;11'. I Fi117 IL Frank 2uloaga, Rltc Product Control Examiner 0 I 09/23/2003 16:34 954 - 578 -1642 foram uut nc, ROOFING ASSEMBLY APPROVAL Approval Date: Juno l4. IOt� Catceory3 Roofing Sub - Crates,- Roof Tile Adhesive Expitatiou Date; Nn 1W,220. Nlatcri>1J, Polyurethnnc 1. SCOPE This approves Polypro43l MI160 as manufactured by Polyfaam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design applicable building code, does not exceed the pressure requirements, as determined by app PP design pressure values obtained by ctl,lvuia�nonslow and high ptofile G oof tiles sy�stem Standard RAS 127, for use with appto ed Potypro) Al4 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Test Product Mrnuf2eturcd by 1e� $patio ion cry icsent keu PA 1 41 Two ooinpvncnt Polypro'� AH 160 polyurethane ronmpre® RTr 1 000 WA Dispensing Equipment N/A Dispensing Cquipmenl rroracke 30 & 100 2.2 Typical Physical Properties: Test ASTM D 1622 ASTM D 1621 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having. current NOA which list uplift resistance values with the use of Polypro A11160 roof file adhesive. tteRMIY Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission °intensional Stability nn i . N 11 r n • ;, ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 S/ 90:Z1 tOD7, 11 9 (1 id) 1.6 lbs, /R.' 18 PSI P'arnitel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbsi t 3.1 Perm 1 Inch +0,07% volume C1 r' - 40 0 C.. 2 .woks +6.0% Volume Chen 'tumidity. 2 weeks POLYFOAM PROD. INC ACCEPTANCE No- : Frank Zuloagn, ItPtC ['rodue* Control Examiner PAGE 02 i' O d ; 09/23/2003 10:34 954 -578 -1042 MIAM AI?E PRQDU T Z O T>< E Or ACC, _ ' l'olyfo:m Products, Inc. 2400 Spring- Stuebncr Road Spring ,TX 77383-1132 This application for Product Approval has been Code and Product Review Committee to be used Forth above_ APPROVED: Q6/I i \110i50001tpe100011temolmOnodcc accepar,ce corer Qsge,dot i 7 i L 1. L_e- J -1 L!1 IL --- Your application for Notice of Acceptance (NOA) of: Two Component Polyurctheno Foam Adhesive under Chapter 8 of the Code of Miami -Dade County has been recommended fvAaccept tt c by the Miami- Dude Construction, and completely described herein, County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved m Btl OTtsht to evoke this modify, ors 3p ef it .he use of such product or material Immediately. BCCO resery determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be inc►Irrcd by the manufacturer. ACCEPTANCE NO.: of - EXPIRES: P I0/200i THIS IS TI• C E 5H T1O T Pit .ES ' 2 SI'F.CIFIC AND GF,NERAI., Illyt�»1 0 1r St PR 1 T . VIF,w • MITT I 1 1 POLYFOAM PROD INC PAGE 01 MIAMI -DADE COUNTY, FLORIDA METRO-OAOE FLAGLEEfi BUILDING BUILDING CODE COMPLIANCE OFFICE MLTRO•DADE FLAMER 0V11.DINC (.IU WtisT FLAOLER AMI, t�I:OR ( lA 33 30.1 Oa 373.2901 F,tx (has) )7s-290s (:t)rrt•tl.C=rO)t I.IC:FN 1 INri :SECTION ()U5) )75 -Z5V FAX (303) 315.2530 COrdT1tAC OnENIrO MINT otwISt 0 N (305) )15 -2,U66 FAX OOP 315-1vus ruouUCr CC Tlt01. DWVcstO (103) 313.2M PAX 005) 171 -6339 Raul Rodriguez Chief Product Control Division reviewed by the I3CC0 and approved by the Building in .Miami -Dade County, Florida tender the conditions set g -444.k Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliallco O1Tiem Table 5A; Attachment Resistance Expressed as a Moment - Mr (ft - Ibf) . for Single Patty Adhesive Set Systems Tile P rtrf!!s noe Tilo Applloetlon Minimum Attachment - .. de , �8�' 38.7 Q, Piave is' ire — Polytoom PolyPro'M PoMoam PoIy ro 4 Large paddy pl*oamant of 83grama 01 POIyPt) 5 Medium paddy placement at 24 gram aft PdyPra no . . Table se: Atteohment.Resistance Expressed es e Moment - 1d,(ft-ibf) for Molter Set 8 stoma The Protlla The A. • Ilcadon IMIERNIIII 24.50 One Plus 11' 71e Mortar Set FROM S. LABELING All tiloe shall bear the imprint or identifiable marking of the manufacturer's nnme or logo, or Mowing statement: "Miami -Dade County Product Control Approved'. 6. BUILDING PERMIT REQUUIRRMMNTS 6,1 Application fbr building permit shall be accompanied by copies of the foliating; 61,1 This Notioe. of Acceptance. 6.11 Any other documents required by the Building Official or applicable buil:,ra�T code in order to properly evaluate the inatatladen of this system. PROFU.E DRAWINGS ON Prats'S' CLAY ROOF TILE (FRI) 3 14 2CO3 14:0 ST.14:00iN0.5112421321 P 5 NOA,No.; 03- 111103 Taplratlon Date: 12/16/07 Approval Date: 12/12(02 Page 5447 g 'd 19N' °N {WWI! I! ZOO '91'n0 Table 4: Atteohment Resistance Expressed as a Moment • M, (R -Ibf) f or NoilAn 8 e me Tile Profile One Piece IS' Tile Ftestener Tye, Direct Deck (Min 15132" plywood) Direct Deck (Min, 16132" plywood) . ®Doane 2.10d RI • Shank 6 41.2 ! 4 1.10d Smooth or ' crow Shank Nall 5.1 • 8.8 2.8 2 - 10d Smoct Screw Shank Nab 6.9 • 9.2 - 7.3 1 AO Screw 20.7_ 29,1 r'? w.;:, 2 4118orawo 58,2 581 1.10d Smooth or Screw Shank Naa (Field ClIp) 23,1 23.1 29,3 10,0 24.0 1 - 10d Smooth or 13orww Shank Nall Rave Cllp) 29.3 2-10d Smooth or Screw Shenk Neva (Feld Clip) 27.6 - 27,6 38.0 7 - 10d smooch or Straw Shook Nolo (Emve COD) 38.1 38.1 41.8 �� 1 Screw with AltuSta Clip (Soo oily detail) Ono Piece - 8" Tllo 1 Screw with clip (et the head ot� 167.1 167,1 _ One Nom crew with dip (el the Ylte water course of dtel 36.2 35.2 NIA 1. Screw must tie instei*d1n ism hdde rill Mil,aed rawest to the hump or the tile. _ Tabl. 61 Attsohment Roslatance lxpressed as a Moment M, (ft lbf) 1. k. • . <«, Adhesive Set : mo Tile Profile 3": 12" 4 ":12" 5": 12" or Nee Minimum A ,t s:Iir«nt Rsslitenel � ne _ 905 e r ;...... 2 See manufactures s:. a .., 1 I t , ,, , rove! for Installation to Iromente, 3 Flexible • . -oats ernptlny • on /1wfaQe warght per petty 1'. glom*. Polyfoarn Product, Inc. kited, welaht per Deity a print•, Table 31 RsetoringMoments due to Gravity • Mo (1t-Ibf Tile Profile 3": 12" 4 ":12" 5": 12" or Nee 6 ":12" • 7": 12" or ; rmoVor One Piece S' The bottom 4A7 D rod Deck (ft) Pin D ock 'tract Deck Battens Direct Deck Battens Direct •, . Battens Direct PA, 1. 5.35 4.40 6.27 4.31 5.18 4.20 5.03 4.08 • 00 FROM (FRI) 3 14 2CO3 14:03 /ST.i4:00/N0.5112431321 P 4 1'r 'd I9ai' °N NOANo.:02- 1115.03 Stpirronlen Agra 42 /16/07 Approval Date: 12/12102 'ega 4 et 7 ilV9C:II ZU(J '91'�a0 Tabls 2: AarodYnttmlo Multipliers • fin') T11e Protlta Batten Ap (ft) Pin D ock Wootton One Piece '8' T18 0.263 0.274 FROM (FRI) 3 14 2CO3 14:03 /ST.i4:00/N0.5112431321 P 4 1'r 'd I9ai' °N NOANo.:02- 1115.03 Stpirronlen Agra 42 /16/07 Approval Date: 12/12102 'ega 4 et 7 ilV9C:II ZU(J '91'�a0 Tabld 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Illaillaillirialli Width st OM ' lees '$' `• - �' - 1,52 0.875 FROM (FRI) 3 14 2CO3 14:02/ST.14:00/N0.511243132i E Teen Agency Redland Teohnologiee Redland Technologies • Redland Technologies , Redland Technologies Walker Engineering,1nc. Walker Engineering, Inc. Walker Engineering, Inc. Welker Bngineeruag, Igo. Walkcr Engineering, Inc. 4. INSTALLATION C 'd 1911' , Test Identifier 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631.01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculation, Evaluation Calculations Te,tlleme/Re>soi Wind Tunnel Testing PA 108 (Nell -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing alarm vs, smooth shank nails Aerocdynarnio Multiplier 25 -7183 25.7094 25.7496 25.75s4 25- 7804b -8 25. 78044 & 5 25- 7848.6 March 1995 February 1996 April 1996 Deco:Thor 1996 3. LIMn'ATIONS 3.1 Fire classification is not part of this aoceptenoe, 3.2 For mortar or adhesive set tile applications, a Ratio field uplift teat shall be performed in accordance with RAS 106. 3,3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory Ao r.�tonn quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Off for rQview. 3.4 Minimum underlayment shall be in compliance with the applicable Rooting Applications Standards listed section 4.1 heroin. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slaps unless stated otherwise by the underlayment material manufacturers published literature. 3,6 This acceptance is fbr wood deck applioations. Minimum deck requirements shell be in compliance with applicable building code. 3.7 Maybe installed on elopee 7 :12 and voter. 4,1 Aimee 'Altuee One piece 8' Clay Roof Tile land its components elan b. !petalled in strict compliance with Roofing Application Standard RAS 118. RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 1(OA No.: 0201111.0 EapbstleatDat.:12 /16/07 Approval Date: 12112/01 Pegg 3 of7 iiV9C :11 1001 '91' P.PA,q Dec, 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 FROM (FR I) 3 14 2CO3 14:02/ST. 14 :00 /N0. 5112431321 P 2. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: 1. SCOPE This renews roofing system using Altus* One Piece S' Clay Roof Tiles, as manuffulured by Almar (USA), Inc.. and detcribed in Section 2 of this Notice of Acceptance. For locstions'Ahcre the pruaurc requirements, al determined by applicable Building Code does not exceed the deeign pressure values obtained by calculation. in compliance with PAS 127 using the values lilted in section 4 herein: The attachment calculations .hall be done as a moment based system. 2. PRODUCT DESCRIPTION BIJMUUMUidia Angrad Alums One Piece '5' Tile 'Mitt Pieeea Clip Clip 2.1 SUBMITTED EVIDENCE: Test Anna Teat Identltler The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. The Center for Applied l3atgineering, Inc. Celotex Corpontion Tutting PRI Asphalt Tee1u►olo6Y, Redland Technologies Z •d 19Z/' Roofing Tiles Clay Teat Mimi ni sutdOcatlos L • 18 W - 10.5" Va" thick nominal 3.25" high Length: mite Width: varies varying thielmeta L g2 6 " D s• 0.125" i.dtlt� Vsi th 0.05" tbiok TAS 112 High profile clay roof tile. For direct dui; or batten nail -on, mortar act or adhesive .at application.. TAS 112 Accessory trim, clay roof pieces for uses at hips, rakes, ridges and valley terminations. Manufactured for each tilo profile. PA 114 Tile olip PA1 14 L Shaped tile clip 94 -083 94.014 25- 7200 -1 Project No. 307025 Teat WMDC•78 MTS 520649 CLF- 003.0201 1161.03; Appendix III Product 'Agsgpligg Test Nate c itenert �gf2 Static Uplift Ted PA 101 (Adhesive Set) Static Uplift Testing PA 101(Monar Set) Static Uplift Tatting PA, 102 (Quiet-Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 Aptii 1994 May 1994 Fab. 1995 Oct. 1994 May 2000 Ovthb,c 2001 Dec. 1991 11OA No.t 02-1115.03 Rxittt*tlort Date; 1146/01 i.5ro1 *pproTal Der • : 12/12/02 rr 2 of 7 If ZOOZ '91')x0 FROM 'WILDING CODE COMPLIANCE UIEICZ (ECM) rRUDUCT CONTROL minor( N017C>� OF ACCEp'AN �4A) �.._.. Alm ■r (USA), Inc. 61101 NW 77 Avenue Mend, FL 33166 SCOPE: This NOA is being issued under the applicable rule, and regulation governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dodo County Product Control Division end acc; ptQd by the Board of Rules and Appeals (BORA) to be used in Miami Dade County end other areas where allowed by the authority Raving Jurisdiction (AHJ). This NOA shell not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (ln Miami Dade County) and/or the ALU (in toes other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or materiel fails to perform in the accepted manner, the tnauuiheturer will incur the expense of such tearing end the MD may, immediately revoke, modify, or euspcud the use of such product or at:aerial within Their jurisdiction. BORA reserves the right . to revoke thin acceptance; if it io determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements pith* applicable building code, This product is approved es described herein, and has been designed to comply with the High Velocity Rurricanc Zone of the PloddaBuilding Cote, ,DESCRIPTION: Altasa "8" Clay Roof Tile LABELING: Each unit shall bear • permanent label with the manufacturer's name or logo, City, sttzte and following statement: "Miami - Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of We NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfortnenee of this product. TERMINATION of this N OA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or rnanutlscture of the product or procow. Misuse of this NOA as an endorsement of any . product, for sale., advertising or any other purposes shall automatically terminate this NOA. Failure to connply with any .ceder of this NOA shall be cause Re tennination end removal of NOA. ADVEATISEMLN1t Tho NOA Mir* er preceded by the words Miumi•Dade County, Florida, end followed by the expiration date may be displayed in advo:tieing literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors end shall be available for inspection at the job site at the rowed of tine Building Official. This NOA consists of pare 1 through 7, The submitted documentation WM reviewed by Frank Zuloaga, RAC 'd I9zz'oN a (FRI) 3 14 2CO3 14:01/ST.14:00/N0.5112421321 P 1 MIAMI.DADR COUNTY, MONICA ME IRO -DADE ,LAOLER; 9 U I L DWN O 140 WEST BI.AGLZR STREET. SUITE 160.3 MIAMtt, PLOtt3DA 33130.1503 (303) 375 -2901 FAX (305) 375 -1908 NOA No.: 011 Erpintlott Dena :12116107 Approval Date: 11/12/02 Pass 1 of 7 OM:11 i ' 91' 100 rt 1 1.2 ifs). aam 1/4 fat am iq/ ied tl ion (12 tarn (15 (14 .ess. at 1 zrs), rem of zfle :cast sg. (N) 5 an cific tible • n is (sin ,. ,e' a'ra b, ilY' r itel ai: d r 1 1 .Yr.2,:13 t.,' aF: hl�,.'.' rwi� '.t?T�P': :l,tr :�'L " :'ih; :i... r — z :2 � , ;� • , n �'„ ,.., ��.l :, f' ,t c : : ,,. r, :�i : "i :". �,. '9 M am 1, 't 1 .�t yam \ nor COVERING MATERIALS (IEVI) ROOFING SYSTEMS. (1GFU)— Continued . i lhe gypsum board and overlayment board ate offset 6 in. with the ioinls•in the deck. If polystyrene is 'part of the roof system, it must be placed below the b+erlayment board. Also, multiple plies of "GAi6LAS Ply 4" or "Ply 6" may be adhered to 'Oens•Ueck" in but asphalt. 'GAFGIAS Slratavent Mailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Penile Insulation may be utilized as a cover board over "EVIRGIMRU" Insulation in any of the loltowfng systems. ASPIIALT FELT SYSIEM•IS w1111 IIUF ROOFING ASI'iIALT type G2 asphalt glass mat base sheet ( "GAFGLAS 1175 Base Sheet" or "GAFGLAS 180 Premimum Base Sheet') is a suitable alternate for lyre GI as; ;'raft glass Aber ply sheet ( "GAfGLAS I'ly 4" or "6Af GLAS Ply 6 ") in the Class A, 13 or C roof systems indicated below. the roof deck may first be covered with a type 62 asphalt glass mat base sheet "GAFGLAS Slratavent (Vent -Ply) perforated" or 'GAIGLAS Slratavent (Vent-Ply) for imitable rleck.s ". Perforated to be mopped and imitable to be mechanically attached granule side down. As an option lyre G2 asphalt glass prat base sheet ( "GAFGLAS 1175 Base Sheet ", "GAfGLAS 1180 Premium Base Street" or "GAIGLAS Strataven: (Vent-Ply) for nailable decks ") may be substituted for G1 asphalt glass fiber ply sheet ('GAIGLAS I'Iy 6" 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 but stopped or ur,chanically fastened. "GAFGLAS !lashing" or "Ruberoid" may be used fur flashing in any of the Class A, B or C systems listed below. When "perlile" is referenced, this includes "GAFIE'IP PERiIALIIE' " or any other 111. Classified perlite insulation. Crushed stone or stay are suitable alternates for gravel in any of the Class A, 8 or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, D or C. systems listed over C -15/32 ur TIC. Ire use of gypsum board under any of the following Class A, If or C systems clues riot adversely effect the rating. Thm 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. perlile 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. GAfIEMP Isotherm ILA ", "GAFlE143' Tattered isotherm RA" and "GAFIEMP (ornposite A" may Ire substituted for any isocyanurate insulation in any of the following Classifications. hunrbutt "Parma Flop" may be utilized with any of the following "Asphalt Felt Systems with Ilot Roofing Asphalt ". GAFGLAS 11130 Premium Base Sheet may be used in any of the following systems. Class A, B and C. Ilot roofing asphalt, for use with organic and glass fells or ulodiUcd bitumen membranes. Class A I. Becks C -15/32 Incline: 3 Insulation (Optional): One or more layers perlile, wood fiber, glass fiber, isocyanurate,'Tt @thane, perlite/isocyanurate composite, "11tertite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: 111 or°mtfie Type G1 "GATGL715-P 4" or "GAfGLAS Ply 6 ". 1111k�4n Peed. sl _Surfacing: Gravel. 'Deck: C -15/32 Incline: kr Insulation (Optional): Une or aloe layers perlite, wood fiber, qlt .s fiber, isocyanurate, methane, perlite /isocyanurate composite, ,erlite urethane composite, wood fiber /isocyanurate Composite, pheno an thickness. I'ly Sheet: flute or more layers type G1 "GAIGLAS Ply 4" or "GAIGLA ly G ". Sheet: Une layer Type G3 "GAIGLAS i•lineral Surfaced - . fleet ". 3. ' •Deck:7t€-' Incline: 2 That lion (Optional): One °Lame_lay ,erlite, wood fiber, glass fiber, use nrate;'tlltt1tane perlile /isocyanutale composite, perlile/ urethane composite, wood fiber /isocyanurate composite, phenolics 2 in. • max. Ply Sheet: Two or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Decks NC • Incline: 1/2 Insulation: One or two layers "Isotherm R', 4 in. max, hot ntoplied. LU1K FUR MARK ON PRODUCT ROUT COVERING MATERIALS (iEVI)• 13:f ROOFING SYSTEMS (IGFU)— Continued PIy Sheet: A UL Classified gravel surfaced Class A asphalt glass fiber prat system. - 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, trailed to deck. Base Sheet: Ore layer of Type G2 "GAfGLAS 1175 Base Sheet" (may be nailed): l'Iy Sheet: Une or mote layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6" Car Sheet:: (hie layer of type 6-3 "GAfGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 ' Base Sheet: One layer of type G2 "GAFGLAS 1175 Base Sheet". Ply Sheet: One or mote layers of Type G1 "GAFGLAS Ply 4" or GAfGLAS Ply 6" Cap Sheet: One layer of Type G -3 "GAFGI.AS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers penile, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlile /urelllane composite, phenolic, 1.0 in. thin (offset from plywood joints 6 ht.). (lase Sheet: One or more layers of Type GI, G2 or G3. Flen:braise: One or more layers of "Ruberoid Torch' (smooth or granule), "Rubetoid torch Plus" (granule), "Ruberoid flop" (smooth or granule) or "Rubetoid flop Plus" (granule). Car Sheet: "GAFGLAS ner GLAS Flial Surfaced Cap Sheet ", hot stopped. 8. Deck: 0-15/32 Incline: 2 Insulation (Optional): One or mote layers perlite, wood fiber, glass liber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type. 62 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) or "Ruberoid hiup Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class B 1. Deck: C -15/32 '. Incliner 3-1/2 Insulation (Optional): One or mote layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. My Sheet: Two or more Layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" . Cat Sheet: Type G3 "GAIGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 - 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanutale, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. ' Rase Sheet: iwo or more layers of Type 61, G2 or G3. Membrane: One or more layers of "Rubetoid Torch" (smooth or granule), "Ruberoid Torch i'lus" (granule), "Ruberoid flop" (smooth or granule) or "Ruberoid flop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C Incline: 1/2 Insulation (Optional): One or Wrote layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyarturate composite, phenolic, any thickness. Ply Sheet: three or more layers of Type G1 "GAFGLAS Ply 4' or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sg. COAL TAR FELT SYSTEMS wall( 110T 800118NG COAL TAR Class A 1. Deck: C-35/32 Incliner 1/2 insulation (Optional): Otte or more layers perlile, wood fiber, glass fiber. isocyanurate. methane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanmale composite, phenolic. arty • thickness. Ply Sheet: three or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS i'ly 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. CUl•1131NATION HHOF AND COLD SYSTEMS' (lass A ' 1. Deck: NC • Incline: 2 insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 ht. max. Ply Sheet: ((tree or more layers of Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries at MB Aluminum Roof Coating" at 1.1/2 gal /sq. WOOD DECK SYSTEM LIMI'T'ATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 4" Dens Deck or V2 Type X gypsum board is acceptable :to be installed directly over the wood deck: GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory fort:: _ ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Prcduct Control Appro' al guidelines. All other layers shall be adhered in a full mopping of approved asphalt applie 1 within the EVT range and at a rate of 20-40 lbs. /sq., or me .chaa:_. attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a nunirnum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fay'. rter value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attaclunent of anchor /base sheet or membrane attaolunent is based ou a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registerad Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 3 . 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requlpments of these areas. Fastener densities shall be increased for both insulation and base sheet is calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) • 8. All attaclunent and sizing of perimeter Hailers, metal profile, and/or flashing termi)ation designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure 7nnes (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be peri . :::ed for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended . corners.and corners). (When this limitation Is specifically referred within this NOA, General LimitatIsn #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rulo 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE $ QA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Datc:10 /23/03 Page 21 of 21 • • s• Deck Type 1: Wood, Non - insulated Deck Description: 19 or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perfcrated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, R1J .i :OID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 bas. sh t mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular rind s.-.2^.k nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTI1E) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows �'• :c.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation: #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFT1TE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6C .,::y sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. NOA No: 03- 0501.05 Expiration Date: 11 /04/08 Approval Date:10/23 /03 Page 18of21 BUILDING CODE COMPLIANCE 01i (IICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation ,,1 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 `VEST FLAGL1t`STREET, SUITE A,;. MIAM1,.FLORIDA 33130 -1563 (305) 375 -7901 . FAX (305) 375 -2908 SCOPE: ' • This NOA is being issued under the applicable rules and regulations governing the use of co materials. • The documentation submitted has been reviewed by the BCCO and accepted by the Buildingtode and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIiJ). • This NOA shall not be .valid after the expiration date stated below. The Miami -Dade County Product Control. Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the rigln have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the ART 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 prc material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted 1rr • RENEWAL of this NOA shall be considered after a renewal application has been filed and glare has Nen no change in the applicable building code negatively affecting the performance of this product. ' • TERMINATION of this NOA will occur after the expiration date or if there has been a r yiSiQn or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. • •� • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County; Flg ida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC 4 NgA No: 03-0501.05 Expiration Date: 11 /04/08 .Apiproval Date:10 /23/03 Page 1 of 21