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ROOFING
MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp' Permit No r -2 Name /A4A- C I Address C- \ I I jk Company Phone # \- \ I C t For Inspector:3 / Z 2 1 o3- 15Name & Date Approved Correction ❑ Re -Insp' n Fee ❑ Date Time Type Insp Permit No Name AddressL 5t Company Phone # For Inspector: o "> Name & Date Approved -- Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reques PERMIT APPLICATION.FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305- 795 -2204 • Fax: 305- 756 -8972 Date '-di2. 7 ` Job Address 321/ A 9 /S �< '.. F Ai-. P89-/o/ 1077 Z IAA Legal Description B v? 75D% 3c Owner /Lessee/Tenet €.J" /rte%( /il" 1. ' . /' ',.i Owner's Address .-'h. /. 9/ 57,>‘i.7-.1 i. ^_'1- Contracting Cdr; /J /- / / 64. Zi/ • Qualifier •; f/ S !d .*,g'/ � ir•• State # "( 1 7- �� • Municipal # Square Ft. 7/ Estimated Cost (value) Signature of owner and/or Condo President FEES: PERMIT APPROVED: Zoning Building Mechanical Date Notary as t wner nd/l . do Presl�@RAi�;L KELLER D ate My Commission Ex) �s Notary Public - State of Florida My Comnu,s:ai ExpiesApr 18.2fv8 SA, A:: Commission. * DD 109725 rl V.ffr,,,;`�•. Bonded L; N :I Notary Assn. l 1^: , �7 () ' RADON ,% ' ,f _ t_<-, Tax Folio // '7 (1 4'O Historically Designated: SS# Notary as to My Commiss Master Permit # Yes Phone ?O " 7 X.5( Address 1 47 - No Phone _ �//� ��f':/r '. Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING) WORK DESCRIPTION: 4° - ki9i7AtHy /7;41672 . •• • WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILUM fO DO $O MAY RE$lltr YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAJT FI V'ANCII1d' Ct7NSULT.WJTH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMEN1.1 • • • • • • Signature of Contractor or Owner Builder w r Builder • • • • • •• •••• • • • • • •• •• •••• Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached idd (if applicable). 1 certifyt?iat all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understang thdt tparate pewits are soquirld for all disciplines. • • • • • • •• • • • • • OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance ■OiJ}y NJ applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated. Date LORRAINE KELLER Notary Public - State of Florida • My Comm Ergaies Apr 16, 2008 Commission * G. I07? 44% % Bonded ByNat1...• (3ViviJ= Date TOTAL DUE Electrical Plumbing Structural Engineer Miami Shores Village Building Permit 10050 NE 2nd Avenue rr� Phone: 305 - 795 -2204 Permit Number: BP2003 -437 Printed: 3/18/2003 Applicant: CLEMENTE PORRATA Owner: PORRATA CLEMENTE JOB ADDRESS: 324 NE 91 ST Contractor JOHN BUSTA Local Phone: 305 - 219 -9699 Parcel # 1132060190240 Fees: Description Amount FEE2003 -1598 Building Fee $150.00 FEE2003 -1599 Inpector State Educational Fund $0.10 FEE2003 -1600 CCF $7.20 FEE2003 -1601 Builder's Bond $300.00 Total Fees: $457.30 Total Fees: $457.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: Work: RE ROODFING If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my . - - , -rvants or employes. Signe Page 1 of 1 9/14/2003 Contractor's Address: 300 NE 91 ST Legal Description: EL PORTAL PB 9 -101 LOT 9 & W1/2 LOT 8 BLK 2 LOT SIZE 75.000 X 135 Construction Value: $11,200.00 (INSPECTOR) BY: (Contractor or Builder) BY: PAY / 0I4 TO THE / ORDER OF i Bank ofAmerica. ACH 063100277 FOR '-'Z9' •(e• 9iJT- 0 L9 5011' 1 :063 L00 2 ? ?I: 00 3? 30 23 280 2» PAY TO THE ORDER OF enhanced document. See JOHN BUSTA ROOFING INC. 305 - 757 -2728 300 N.E. 91 STREET MIAMI SHORES, FL 33138 JOHN BUSTA ROOFING INC. 305 - 757 -2728 300 N.E. 91 STREET MIAMI SHORES, FL 33138 back for details. L;1 08-00 DATE 03- /7. c2.3 08-00 Bankof Americ a ACH R/T 06310j3277„ Ayl i n FOR -3z � /`T• 11 '00 L9 580. 1 :063 1,00 2 ? ?I: 003730 23 280 2" /eV DOLLARS 8 l i d S e c u r i t y e n h a n c e d d o c u m e n t . See back for d e l a i 1 S. F] " —r " — DATE 0 �� Y 03 1950 63- 27/631 FL 988 1958 63- 27/631 FL 988 I s ��-'e 30 lam© DOLLARS 8 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N //-� Amount of bond $ ///A 6. Lender's name and address: A/A NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. // -32o - 009 "0Z4 STATE OF FLORIDA: COUNTY OF DADE: 0 3 R 14.2 17S E 0113 FE8 28 150.:t: 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: EL. PO, 7A L p,8 9 - /C7/ . LOT 9 vf /,d/ 0,w /34i< ssi,z7= 7.s. 496 8/ 3zy .(E" S7 -r ,f/4 i/ s//o S . 33/3P 2. Description of improvement: /C" — ice/ 3. Owner(s) name and address: ei-E/ 2', /3e4 7'A 3z9, 9/,- STET /1/ /A �h /:3 ,,5� F� ,35/39 - 3/30 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: \ 7 Lam/(/ '�. 77 f 2 // z 300 /rff9Ayr. , W 9 rM?e J ,c. 3 3/3c2 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as prgvid d d by Section 713.13(1)(a)7., Florida Statutes, s. ' d c ;, C Name and address: NA 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provi R U Section 713.13(1)(b), Florida Statutes. ©v c, ; 6 Name and address: A/M a e 0 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unles 2 t different date is specified) _ , _ J Signature of Owner Print Owners Name C/ POP-RATA Sworn to and subscribed before me this 22 day of F -Yllif X73 Notary Public Print Notary's Name My Commission Expires: 1(a 0OG �, '0 LORRAINE KELLER Notary Public - State of My Camnilsbn Expires Apr 15. 2008 - Commission i DD 109725 .fir % Bonded By National Notary Assn. Prepared by: 05/W C,4>�r 36o 9/.57 JT Address: AiMivi Az.. 33/ 38' • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information Master Permit No. Process No. Contractor's Name OA A/ &677)1 'A Job Address- / ( / M 9/ ,- S7,-E.,,i. /' ROOF CATEGORY o Low Slope 0 Mechanically Fastened Tile ■ Mortar /Adhesive Set Tile O Asphaltic 0 Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BURS 150 ROOF TYPE ® New Roof O Re -Roofing 0 Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Zs/ Z03z Section R (Roof Plan Q • Pmax1: Pmax2: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Ma Su Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for AnchorlBa Sheet and lden r Manufacturer (If a componen not used, identify as 'NA") System Manufacture NOA No.: Design Wind Pressures, Fro RAS 128 or Calculations: Pmax3: Max. Design Pressure, From the Spe ific NOA System: Field Perimeter Comer Deck IIlu to Components Noted and Type: D / ails as Applicable: Gauge/ Thickness: W blocking, Gutter, Edge Termination, ripping, Flashing, Continuous Cleat, Cant Stops: Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet & No. of Ply(s): Indlca, te: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Anchor/Base Sheet Fastener/Bonding Material: Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that omply with RAS 111 and Chapter 16. Insulation Base Layer. Top Insulation Layer. Top Insulation Size and Top Insulation FastenerlB ' ding Material: Base Sheet(s) & No. •, Ply(s): Base Sheet Fasten: Bonding Material: Ply Sheet(s) & of Piy(s); Ply Sheet F enerBonding Material: Top Pty: Top PI 'Fastener! Bonding Material: Attachment Field: ° ac G Lap, # Rows @ ° oc Perimeter. ° oc @ Lap. Rows ` @ ° no Comer: ° oc @ La ! , # Rows @ ° oc Number of F • steners Per Insulation Board N/A Parapet Height Mean Roof Height Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: 1 7 1 : 12 Section D (Steep Sloped Roof System) Roof System Manufacturer?4L/ , (zs1 ), , -.WC/C- Notice of Acceptance Number: ®.2 ° / //s: 03 Minimum Design Wind Pressures, if Applicabl (From RAS 127 or Calculations): P1: -1 /7. 6 P2: ° /a9 6 P3:107, 4 Maximum Design Pressure (From the NOA Specific System): 41, 5 Method of tile attachment: Deck Type: Steep Sloped Roof System Description ype Underiayment: nsulation: Ridge Ventilation? Ai/A Fir., Barrier: Mean Roof Height: /6 t 3 o A5PA b-2� AiA ast ner Type & Spacing: I /A s,s„0iv, , ss W 177 /z"ce Rea - 6 °or LAP_ dhesive Type.' A /4Jp Q 7Y AgrA4 ype Cap Sheet: oof Covering: Edge: Type & Size Drip k ne s4 "6 1 &AY 7XE Where to Obtain Information Description Symbol Where to find Design Pressurb P 1 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 g Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M, NOA Attachment Resistance Mr NOA Required Moment Resistance M. Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance 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 permit application. M Required Moment Resistance* Mean Roof Height 15' 20' 25' 30' 40' - Roof Slope I 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 . 1 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 c If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: -1 176 x ?. . 279 = /3.065 - Mg: g- 7 = Mrt 779 NOA ( v (P2:"fa4 a • i.7` _ Z'7.6 ?) -M ,:27 = NOA 66,r (P :/0i2 x A. =2767)- Mg:. Z7 = M.32,2 NOA M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below 32. NOA Mf 4 5 *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" NOA F' NOA F' NOA F' (P : x 1: = x w: = ) - W: x cos 9: = F (P2 : x I: = x w: = ) - W: x cos 9: = Fry: (P3 : x I: = x w: = ) - W: x cos 9: = Fr3: L SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. ap 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). ep 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. a 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. eQ 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. CP 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance'with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signa ure Date Contractor's Signature CdDOCC\IE -flcme LOCALS -INT. sp\SECTION 137&.dvc 02/27/2003 12:57 MEDITERRANEAN ROOF TILE -0 3057572728 " r, BUILDING CODE COMPLIANCE OFFICE (BCC()) PRODUCT CONTROL DIVISION - NOTIt OF ACCEPTANCE (NOA) Abner (USA)), Inc. 6801 NW 77 Avenue Miami, FL 33166 MUM-DrIDE coma Y. FLORIDA METRO-DADe. FLAMER BUti.b1 140 WErf FLAraza ¶TRECT, WIT[ IA3 �d1AM1, FLOitlDA 33134:563 (305) 315-290i FAX (305) 375.2400 SCOT E: This NOA is being issued under the applicable rules and regulations governing the use dvctiot material The documentation submitted has been reviewed by Milani-Dade County Product Coat: Division sad accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and othe. where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or mac ial f l]s to perform in the accepted manner, the manufacturer will incur the expense of such tasting and the AF11 may immediately revoke, modify, or suspend the use of snob product or material within their jurisdictioY_ BORA reserves the rght to revoke tbis acceptance, if it is determined by Miami -Dade Comity Product Control irvnion that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurriume Zone of the Florida Building Code. DESCRIPTION: Althea "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or iogz. csty, some sad following statement: "Miami -Dade County Product Control Approved", unless othe wi.e toted herd. RENEWAL of this NOA shall be considered after a renewal application has been filet and there has beet no change in the applicable building code negatively affecting the performance of this pros: TERMINATION of this NOA will occur after the expiration date or if there has beet a'e vision or charge in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an enocascanect of any product, for sales, advertising or any other purposes shall automatically terminate this LOA. Failure b eotripty with any section of this NOA shall be cause for termination and removal of NOA. ADVYRTIREMENT: The NOA number preceded by the words Miami -Dade Coua .:'bride, sad follcweri by the expiration date may be displayed in advertising literature. If any portion old* `OA is displayed. then it shall be done in its entirety. . INSPECTION: A copy of Chia cone NOA shall be provided to the user by the marnufecturer or Os distributors and shall be available for inspection at the job site at the request of the Building Offrcia: This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA Nta,: R- 11103 Expbadom Date 12/14147 Aim aewa! Daea: 13!121!1 Page 1at7 t►n7 :'' ifb.'. NO.163 D602 02/27/2003 12:57 MEDITERRANEAN ROOF TILE -> 3057572728 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay 1. SCOPE This renews roofing system Cuing Altus* One Piece S' Clay Root Tiles, as manufactured by A1mar (USA), Inc.. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculation' in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done u a moment based system. 2. PRODUCT DESCRIPTION Manufactured by ADDlicant Dtmsn,tonit A)tusa One Piece 'S' Tile Trim Pieces Clip Clip 2,1 SUBMITTED EVIDENCE: Test Aeoncy The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center fot Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology. Inc. Redland Technologies L- 18x/:' W =10.5' Vi" thick nominal 3.25" high Length: varies Width: varies varying thickness L =6" D = 0.125" L 6chia 2" w - 0.05" thick Test Saecifcattona TAS 112 Product • • peseciDdoa High profile clay roof tile. For direct deck or batten nail•on, mortar set or adhesive set applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. PA 114 Tile clip PA 114 • Test Identifier 94 -083 94-084 25-7200-1 Project No. 307025 Test eN1DC -78 MTS 520649 CLF-003 -02 -01 7161 -03; Appendix 111 L Shaped tile clip Test Name/Renor( Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Stank Uplift Testing PA 102 (Quick -Drive Screws, Battens) Wind Driven Rain PA 100 PA 102(A) PA 102 PA 102 Da April 1994 May 1994 Feb. 199S Oct. 1994 May 2000 Ocsober 2001 Dec. 1991 NOA No.: 02- 1115.03 Expired= Da= 12/16/07 Approval Daft 12/12/02 Page 2af7 NO.163 D003 71'(!7. R l • 30( U2/27/20E13 12:57 FEDIT TILE -> 3057572729 • TgtLcY Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineaing, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS One Piece 'S' To T110 Profile Test Iggnt 7161 =03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 3.1 Fire classification is not part of this acceptance. 12 For mortar or adhesive set the applications, a static field upiiR test c.'.a: ae performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laeorat y to perforr quarterly test in accordance with TAS 112, appendix 'A'. Such testing sna1. be submdited E` the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable R. Apphsators Standuds listed section 4.1 heroin. 3.5 30190 hot mopped vnderlayment applications may be installed perpendi=ar m the roof s:ope unless stated otherwise by the underlayment material tnenufacturers pnbli=ed literature. 3.6 This acceptance is for wood deck applications. Minimum deck regime :eots shall be ns compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLA'T'ION 4.1 Alain 'Altus& One Piece S' Clay Roof Tile and its components shall re metalled in i compliance with Roofing Application Standard RAS 118, RAS 119, and LAS 120 4.2 Data For Attachment Calculations Table 1: Av.rage Weight (W) and Dimarulona (1 x yr W.lght -W (Ibf) 6.9 Test NameRaoort Wind T mne1 Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail-On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Tenting of screw vs. moot shank nails Aerodynamic 25-7183 25-7094 25.7094 25 -7496 25 -7584 25.7804b -8 25- 7804 -4 & 5 25- 7848 -6 MO Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 Marcy 1995 February 1996 Apri 1996 December 1996 Length -1 (ft) I Width.* (ft) ' 1.52 4. pear lea: 02- 111S.13 LLars>siaa Daat: 12/ttltl7 Anoseal Datr 1111212 Tags 3 .[ 7 w_ 163 0004 Table 5: Attachment Resistance Expressed as a Moment M. (tt -lbf) for Two Patty Adhesive Set Systems Tile I Tile Application Profile E Minhnum Attae immnt Resistance One Placa '9' Tie Adhesive 29 1 2 see rrenufecl ww oompor+ert epprovsn for tnetatlatbn requksments. 3 Rexble Products Company TksBond Average weight per patty 10.7 yams. Potyfoem Produet, inc. Awage wangM Aar patty 8 grams. - Table 3: Restoring Moments due to Gravity - M (R•Ibi Tile Profile 3 ": 12" or less 4 ": 12" 5 " ;12" 6": 12" r: 1_' or greeter One piece 'S' Tile Battens Direct Deck Battens' Okvct Deck Battens Direct Deck Battens Direct Deck Mena Direct Deck i 4.47 5 .15 4. 40 11.27 4.31 6.16 4.20 5.03 1 4.08 4119 Table 4: Attachment Resistance Expressed as a Moment - M, (ft -4Ef) for Nalt.On Systems Tile ( Profile Fastener Type Direct Deck (Min 15f32" plywood) Direct Deck (Min, 19/32" plywood) 1 Batt:e»ts One Piece 'S' "Tile ~ 2.10d RMkShank Nais _ 28.6 41.2 S.4 1 -100 Smooth or Screw Shank Net 5.1 6.8 =.a 2 - 100 Smooth or Screw Shank Nails 6.9 9 2 " 3 1 08 Screw 28.7 28.7 tWA 2 .08 Screws 58.2 58.2 23.8 1.10d Smooth or Screw Shank Na1JField Clip) 23.1 23.1 w lab 1.10d Smooth or Screw Shank Nail Save Ci• 29.3 29.3 24.0 2.10d 6rt'+ooth or Screw Shank Nails (Field Clip) 27.6 27.6 33.6 2 -10d Smooth or Spew Shank Nags (Eave Cap) 38.1 35.1 41.8 1 Screw with Musa Cll . See c . details One Piece 'r Tile' 1 8aew with dip (at the : 187.1 had of tile) 187.1 ! NtA One Piece '3' TUB` 1 Screw with clip (at the water course of tile 1 35.2 35.2 WA 1. Screw must be Instated In tree into. natl We located nearest to the hump of the tee. 02/27/2203 12:57 t'ED I TERRAPEAN ROOF TILE -► 30575 ?2728 Table 2: Aerodynemlc Muitl rs - ), OM 1 The (ft' {tip Profile I Belton Application 1 Direct Deck Apoi4tlon Or Place 'S" Tie i 0.253 i 0274 7 . es" , fl 11 140A tie.: 62- 111503 Expiration x:12/16/07 Approval Dats :1]/12/02 Test 4 of 7 h- :0E? '$1' " "O NO.163 0005 Table SA: Attachment Resistance Expressed as a Moment - M (t4 for 8inyle Patty Adhesive Set Systems Tile Profile 111a Application Minimum aeadtment Resiitice Ono Plaos'S' Tile Polyfoam PolyPro•N airs" 2 Polyfoam PotyPro"" 4 Lirgs paddy placement of fl3arame of PolyPro'. 5 Medium paddy lacment of 24(rams of PoIyPro". Table 513: Attachment Resistance Expressed as a Moment - lily (tt -!>ait for Mortar Set Systems Tile Profile Tile Applicadon _ Attachment Resistance One Piece 'S' Tile Mortar Set' 245: J 02/27/2003 12:57 MEDITERRANEAN ROOF TILE 4 3057572728 S. LABELING All tiles shall bear the imprint or identifiable marling of the manufacturers acme or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 63 Application for building permit shall be accompanied by copies of the i:�. +ing: 611 This Notice of Acceptance. 6.1,2 Any other documents required by the Building Official or app:=Ialc building code in order to properly evaluate the installation of this system PROFILE DRAWINGS ONE Pisa `S' CLAY ROOF TILE AAA?kia.: 02- 1115.03 1013'moa Date: 12/16/'07 Apcs.id Date: 12/13/02 Page S of 7 NO.163 02/27/2003 12:57 MEDITERRANEAN ROOF TILE . 3057572728 "EPANI$N a" TILE BY ALTUMA (TYP.) CUP WITN ON (1) $CAEw ATTACHED TO DECK CUP DETAILS ].112 OVERLAP (DOME P(N11OLE) ECRRW fN ME WIDE HOLE NEAREST TO THE Nutty or THE TILE CHIP ECK NOA No.: 92- 111443 Expiration Date: 12/16/07 Approval Date: 1U/12/02 Page 6of7 ND. 163 8007 7 107 'Qi 78!1 02/27/2003 12:57 MEDITERRANEAN ROOF TILE -► 3057572728 t ri • 1 7407.1111 CLIP DETAILS (CON'T) END OF THIS ACCEPTANCE NOA!..: 02-110.03 RspfraNaa Dam 131107 Approval Data: 12/12/02 Pop 7 at 7 NO. 163 D008 P1,4 7117 'RI'3a(1 8'��• )UCT cCONTRQ NO'T'ICE OI' ACCEPTAIN I I'olyftbnrn Products, inc. 2400 Spring- Starcb'wr Road Spring ,TX 77383 -8132 APD'R®Q EIT: 06 /I6 /2(10 1120150001 tae200011temptaseslnotleta accernanee corer page.dot Internet mail] address: ganseenaas ce btoiltliatgcotleenliase,soiao INtAMD -BADE COUNTY. FLORIDA METRO -DADL' t'LAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE NITRO -DADL fLAGLi!It BUILDING 140 wi;s•r fLAG(.ER STRF.ET. SUITE 1601 MIAMI. FLORIDA 33130.1563 (305) 375 -2 FAX (305) 375-2908 CONTRACTOR LICENSING SccrION (305) 3754527 FAX (705) 375.251tt C(eNTltAC ro)t a ivrOtt(a MEN 119%')sftN (305) 313 -2U66 FAX (305) 375- 291W3 PRODUCT CONTROL. DIVISION Voue application for Notice of Acceptance (NOA).ok,, (305)375-294 FAX (305) 372.6339 Two Comilonent Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify,.or suspend the use of such product or material imrnediatedy. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: el- 052U)2 EXPIRES: 05 /I0 /2906 Raul Rodriguez Chic( Product Control Division THIS iS Tidl CQ➢@/�8�S6�t d �,T •E ADDITIONAL PAGES RaOt2 SPECIFIC: AP)I? (:t,NFI2h9. CONDITIONS i9UILDiN o OPI �& PROrn cJ REVIEW COMMITi • This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office Hoanepaige: lletp: / /wwwr.betila8ott(;t odca licac xe►teo o.ivro:g rt Prodpcts. [inc. ACCEPTANCE No.: ___521,.02 ROOFING ASSEMBLY APPROVAL OVAL Cat .r Roofing Sub ategur, Roof Tile Adhesive Rdlatet it ais e� O'olyalrcehunc O. SC PE This approves it olyptro® AW60 as nianutuctured by Pulyfuana Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations ih compliance with Roofing Application Standard RAS 127, for use with approved tint, low, and high profile roof tiles system using • Polypro® AM 160. Where the attachment' calculations are done as a monient based system for single patty placement, and as an uplift based system for double patty systems 2. MODUCT ®ESC Mnetit8'acttarrcmfi by Applisao, PolyprotA AH 160 ( 2.2 Typ1eall Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dinaengional Stability PTION Dimensions N/A roanlpm «)- RTF 1000 N/A ProPack© 30 &. 100 N/A Dispensing Equipment 2 C®asapauraa:rats Or products manufactured by others: Any Miami -Dade County Product Control Accepted RoofTikc A scmbly having a current NOA which list upliR resistance values with the use of Polypro ia41I60 roof the adhesive. Physicaai1 PrapeTties: iect ASTM D 1622 ASTM D 1621 ASTM D 1 623 ASTM D 2127 ASTM E 96 ASTM D 2 126 Test .S mitik:Mons PA 101 0.6 ObsJ1t.D 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28• PSI Parallel to rise 0.08 t.bs./Ft 3.1 Perm / 1n6It Approval Date: .11101e 14,2001 Expiration Datc: 80.2006 Banns ¢Q.07% volume Change © -400 P.. 2 weeks ¢6.0% Volume Chan oe (t'r) 1.lumidity, 2 weeks Prod uct Oeacrintion Two component . polyurethane Dispensing Equipment Frank Zuloaga. ItRC Product Control Examiner EOy'oram Products. late, ACCEPTANCE No.: 01- 0521.02 Nate: The physical properties listed above are Presented as typical average values ns determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. iLIiVEflTATIctr. NS 35.E Fire classification is not part of this acceptance, Refer to the Prepared Roof Tile Assembly for tire rating. 3.2 Polypro® AH 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 RoofTile manufactures acquiring acceptance for the use of Polypro AH 160 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 -1160 roof tile adhesive with their tile assemblies shall test in Accordance with PA 101 and with section 10.4 as modified herein. F MS 4. IINSTALff ATli ®N 4.11 Polypro® AH 160 may be used with any roof tile assembly having a current NOA that fists uplift resistance values with the use of Polypro® A1 4.2 Polypro® AI-f 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!? All 160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed • the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro: AH I60 roof tile adhesive and its components shall be installed in accordance with Roofing Applicati®n RAS 120, and Polyfoam Products, Inc. Polypro® AI-I160 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 "13" component shall be maintained between 1.0 -1.15 (A) : 1.0 (13). 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 Polypror? Al -1160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® A1.1160 shall not be exposed permanently to sunli Frank Zuloaga, RRC Product Control Examiner 1DOlyFoam 11°POdaects. 6rag� 4.3 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 tnittutes aver Polyproe AH I GO his been dispensed. .9 Polypro® A1•t I60 placement and minimum petty weight shall be in accordance with the 'Placement Details' herein. Each generic tile protile requires the specific placement noted herein. fable 1: Adhesive Placement For Each Generic Tile Profile TiilcProfilc Placement Detail Flat, Los!, Hi eh Profiles High Profile (2 Piece Barrel) #1 Plat, Low, High Profiles _2 Flat, Low, High Profiles #3 ACCEPTANCE No. : 01-0521.02 Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 fwo Paddy Weight per paddy Mi n. rams N/A N/A N/A S. LABELING All Polypro® Ali160 containers shall comply with the Standard Conditions listed herein. G. H LDLNG PERMIT REQUIREMENTS 6.11 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Ivresiucts Von. Ain &MOVE PLACEMENT DETAIL SINOLE PATTY Paddy 11361seash 1110) lludadareen1 Esse Meuse Nall through plasda eent66.2 Undrnsynital Paddy *am Thal Nad through Owls alma Paddy (Basieath /del Pude tare °olive Ease tonne stir Map adhalse mum la. up Iran vetphadas • 1) Nee enough adhesive la aaNare 17 16 21 Square tamer In twaso Wm the pa Plo 2) TWA cam seikle dam. Placa adeaalea 112 fa 1 la. Pim outside 6090 dsounr lilt Thu felled the the. Nada ra en1 1 &gam laP Mee lee save . name cover W. 'Abel N wend tams 01 pAn Wu. Elute Gonad al as sad eons tiles ife Binh Al Noe dim Elm *num • (crony iltanfil 5 ACCEPTANCE No. : 01-0521.02 Ent Cant INenikee heels Be opgm76 0/000 Pk/S 01 Male Wa4lasla &ea clown INN NO Frank Zuloaga, R.RC Product Control Examiner Options! Potato *Ass isagetelled . algae of Ids Sheaddely ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY :6 ACCEPTANCE No. a 0E- 0520.02 Nail through plastic cement thuladayment Nall through plastic cement Ease Canoe Pa ddy (8ehesth Tltel Eevo Closure Paddy (geraath TItel ►' FASCIA Weep* Eva dwun Orip edge Frank Zuloaga. RRC Product Control &camincr Poi r Inc, Nal, through plank cement 3 In. u 3 In. S(nglo paddy on Untitif• layman' Single paddy an top of tile Singt paddy under 010 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy Meltdown tllo) Paddy fender Ole) ACCEL'TANC! o. : 91 Cove course Nall through plastic cement Single paddy on top of the EaveCevise Nail through plastic ceinees Underlornent 1 Single paddy under tile SIngla paddy on top of Me Eva count, Singlepaddy between life Cave Cloture 2 tn. i7 In. modlum site paddy eave tourso only Fascia Single paddy undo Illo Single paddy between We 2 In. r ? In. medium eh paddy etre course only Frank Zulonga, RRC Product Control Examiner Fascia Weephole EaVe closure CO edge Volyf products, Inc. ACCEPTANCE No.: Qt- 0521.02 Renewal of this Acceptance (approval) shall bc considered alter a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3, Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code afTeting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the sane product (identical) as the one originally approved. c. ff the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of thc product. d. The engineer who originally prepared, signed and scaled 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 tiling of a revision application with appropriate fee) and granted by this ounce. 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 Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of thc 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 bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall bc cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE : li Frank Zuloaga, RRC Product Control Examiner MIA M I•DADE PROD U(C°Q" �C� FR IL [NOTICE ®o' ACCEPTANCE ll taiy+foaam Products, lime. 2400 Spring- Si:ucbner Road Spring ,TX 77303-R132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethane Foram Adhesive under Chapter g of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or plant for quality control testing. It' this product or material fails to perform in the approved manner, BCCO may revoke, modify. or suspend the use of such product or material imrnediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manulacturcr. ACCEPTANCE NO.: 01- 05211.02 EXPIRES: 05 /1 0 /20016 Raul Rodriguez Chief Produce Control Division 'VIl•iIIS S "i1'I.1E CQ)i/FI�SIIF.F'Y S 1� AD I� I'ICNAI PAG ES FOR SPECIFIC ANj) (sI:M➢% Rm.. CONDITIONS RBJtf(. ®1NC ODH &PRO RI VIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used iii Miami -Dade County, Florida under the conditions set forth above. 11 a04500011pc200011te mpla¢eslnotlee acceptance cover pa(Io,dot Ineergice 1➢etobt aatldresm: pnserelnseerru Sedildingcodoonline.som M/AWR -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMlrLIANCE OFFICE METRO -DADE f•I.AU ER BUILDING 1 .10 WEST I1,AGI.ER STREET. SUITE 1601 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAN (305) 375.290$ CONTRACTOR LICENSING Svc: TIM (305) 375 -2`27 FAX (305) 375.2550 colvrUAcrott r•:NFORCKM 1 N•r 011VINlON taus) 575 -2966 FAX (JOS) 375.290N o"etODVL r CONTROL DIVISION (305) 375 -2911, FAX (305) 372.6339 Francisco .1. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office ) Oe9Cpeg e: Poetp: / /wenw.Qlaaildingeod conline.o.n.D It ofl fo:t 11'a° ®eiancts Ytac. Row= Asst IYlfflu ..y APPROVAL Cait 9a • Roofing Approval Date: Iai c Of I Saal data oy' Roof Tile Adhesive Expiration Date: May 80, 2006 sKiltadithu ll. SC PE This approves Polypro ® 6I1) as nianufnctured by Po'yfintee Products, Inc. as (described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using • iPolypro® Ad-i 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. PRO Q ir, UCTT DESCRIPTION ili inoiadbcetlred by Test Annlicaant, Dinnenslens S eelficatlons Q'o'yproos AH 160 N/A PA 101 roaitipro 1? TF 1000 N/A 1'roPaelvi 30 Es 100 N/A I'olyneretliano 2.11 (C®asaponeraes or products aittaaatof iettored by (others: Any Miami -Dade County Product Control Accepted RoarTile: Assembly 'having a current NOA which list uplift resistance values with the use of Polypro All 1 roof the adhesive. 2.2 "i ypiicall Physical properties: Prnnerty Test Density ASTM 0 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability AST D 1623 ASTM D 2127 ASTM E 96 ASTM D 2 126 Its I.6 IbsJft. 1 S PSI Parallel to rise 12 PSI Perpendicular to rise 2gt PSI Parallel to rise o.OZI Lbs. /Ft 3.1 Perm / Inch ACCEPTANCE No.: 01-0521..0. :+Q.07'/v volume Change ca -.100 I'.. 2 weeks +6.0% Volume: Chan a (eh •Hwnidiiy.2 vciiks Produce Description Two component polyurethane Dispensing Equipment Dispensing Equipment Fronk Zuloaga. RRC Product Comm! EMaminer IEolerPoattea 1��•oc8ytce_ s, Banc, Note: The physical properties listed above are Presented as typical average values as determined by accepted ASTM teat methods and are subject to normal snaanufacturing variation. 3. RAMIITATICNS Fire classification is not part of this acceptance, Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® A1-1160 shall solely be used with flat, low, & high the profiles, 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof' Tile manufactures acquiring acceptance for the use of Polypro® A1.1860 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® A1: -1160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 4. KIISTAL!LATIICH 4.11 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AI 4.2 Polypro® AH160 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® Al•1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -bade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AF{ 160 roof tile adhesive and its components shall be installed in accordance with Roofing Applicati ®n Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 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) : 1.0 (13). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AI -1160 shall be applied with Foampro RTFI000 or ProP.ack® 30 & 100 dispensing equipment only. 4.7 Polypro® Alt 160 shall not be exposed permanently to sunli ACCEPTANCE No.: 01 0521.02 Frank /_uloaga, RRC Product Control Examiner ➢D ®OyRi aan E rodalVis, Ewe. 4.0 Tiles must be adhered in freshly atPplied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has been dispensed. 4.9 Polypro 8 A1•1160 placement and rninimuan patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein, Table 1: Adhesive Tiilcl'rollc Flat, Low, Hi !h Profiles High Profile (2 Piece Barrel) Plat, Low, Hi It Profiles Flat, Low, Hi h Profiles l'hiccnicnt For Each Generic Tile Profile Placement Detail #1 #1 #2 #3 4 ACCEPTANCE No.: Bl- 05$1.02 Single Paddy Weight Min, (grams) 35 17 /sidc on cap and 34 /pan 24 Two Paddy Weight per paddy Min. rams N/A N/A N/A t3 S. LAs::ELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. Willi—LNG PERMIT REQUIREMENTS 6,Il As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system, Frank Zuloaga, RRC Product Control Examiner L®24n0 ProcjttcQs, Tu. WaU Kwor31 19 Pleas coeval Paddy *mob IN) UnderW ,p, and 1 ?me Colo Eeva Cfoeura kola GO Sao oalp: Keep adhehha spool, 4 M, sperm loopholes AbI IESIVE PLACEMENT ®CTAQL SINgLE PATTY Opf of at e music Intros In ten1act rUe fhb pan WO ohce p1N app2QU ns R; through pt 1c ceMe i 2) Tart town upside dolor. Plate adbesha 112 b Po 1 It tram coulee edge al lover lee. Moo LAM) the tee. 1) Wave enough adhoolre o achlove 9? le 23 Aeon mD hellos allhe low coupe corer Wt. Abel ro wooed taunt of Pare Ike. EI000 loanowlet oar sad troy QQta art Koh a earn ten. Ease doom (moral them) 5 ACCEPTANCE No. a 01- 0521.02 leaphoIu peecL b, Frank ZuIoap, RRC Product Control Examiner aIvfoatle Products, Inc. tla66Aayraal AMESEvE PLACEivIENT DETAIL 2 SINGLE PATTY Nail through plastic cemmnl : 6 ACCEPTANCE No. a Ot- 052102 Undalagc*ul Paddy (Dtnoath The) Nall through plaitic cement Paddy Mouth TIteJ too Closuro React lhephe Siva doom Orip erg Frank Zuloaga, RRC Product Control Examiner Paddy 1Bertoath TIhJ Polyronm Productl, ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Noll through plastic cenieni 3 hi. n 3 in. Single gadfly an linden layment Single paddy an top of silo Single paddy under the Nall through plastic cement Nail through plastic cement Undadaynant Single paddy under the Eave Closure 2 hi. a 7 In. medium Site paddy eava course only Fascia Single paddy on top of the P ;tidy (between tllo) Paddy (under 010) ga ve Cause • 7 ACCEPTANCE No. : 01-0521.02 Single paddy between the Frank Zuloaga. !CRC Product Control Examiner Single paddy under illo Single paddy beween We 21n. a 7 In. medium else paddy oavo eatirse only Fascia Weepriele Ewa closure Ong edge NJ /own Prodaicts,.,lfrte. ACCEPTANCE No. ; Ofl- 0521.02 1. Renewal of this Acceptance (approval) shall bc considcrcd alter a renewal application has been tiled and the original submitted documents, including test- supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled Faith the 'manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specilic conditions of this Acceptance. 3. Renewals of Acceptance will not be considcrcd if: a. There has been a change in the South Florida Building Code affecting thc 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 thc product. d. The engineer who originally prepared, signed and scaled thc required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, case, and/or manufacture of the product or process shall automatically be cause .for terminations of this Acceptance, unless prior avrittcn approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. j. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. • b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinge. The engineer 'taxi not reseal thc copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1 through g. END OF THUS ACCEPTANCE Frank Zuloaga, RAC Product Control Examiner PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date CS-. 29' 0 / Job Address329A/E Tax Folio / Legal Description Historically Designated: Yes No °� Architect/Engineer e('/ //) Bonding Company ///4 Mortgagor 44 ( 1/cliV Signature of owner and/or Condo President 5 _61/11■6 1 b\Lf. Notary as to Owner and/or Condo President My Comm fission Expires: APPROVED: Zoning FEES: PERMIT RADON Building Date 5 /aio S Address Master Permit # / 3 / Owner/Lessee / Tenant e../.5 PAR/ VA Owner's Address - / /E 9/ 67 f3 T Phone Contracting Co. J ("WA/ &S7/9 kVAA/6 . e(/C Q u a l i fi e r T h y ,( / / e 0 , , 8 4 ,F /9 SP Phone 3'.5 Z'9 • State # e W 01; Municipal # Competency # Ins. Co. Address Address Address 3300 ,E9 /j? 7 Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION I OO/— 77L /PAPA /� , ,5q// t /4tj /v, G/1 J/ ac /4- ' Estimated Cost (value) 6`07.. 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 authorize the above -named contractor to d. - ork stated. Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner- Builder My Commission Fe g �3_ _ -_ t NOTARY PU2Y. Cow 2;1::z ;r i NO C.C.F. C NOTARY C° BOND Electrical TOTAL DUE Mechanical Plumbing Structural Engineer Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's NaniZa/it/�G et A'� G Job Address: 5 :?4 x/E 9/ 7 ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) %`Q (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re- roofing ❑ Recovering )Repair ❑ Maintenance Flat Roof Area (ft') Sloped Roof Area (ft') bO Total (ft') 6 Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): Ft. V Ft. A A V Deck type: ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: 123.01 -78 4,99 DETAIL 1 & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ROOF PLAN Page -1 ® P O/ REP / /,e_ AREA /� Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Ridge Ventilation'' MEAN HEIGHT Deck type: Underlayment: Insulation: Fastener type & spacing: 12" ROOF SLOP/ D E T A I L 3 SLOPED SYSTEM DESCRIPTION Cap Sheet: Roof Covering: Drip edge: ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmax1: X A, (Aerodynamic Multiplier): ) - M = M PCA: (Pmax2: x X (Aerodynamic Multiplier): ) - M = Mil: PCA: (Pmax3: x ? (Aerodynamic Multiplier): ) - M = M PCA: Page -2 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 owner'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 p F viding 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 nailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system) 3. Common Roofs: Common roofs are those which have no visible delineation between ighboring units (Le. 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. s 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking 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 ay cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that flow off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the ... terior 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. , , ,4// Owner's/Agent's Signature Signature 5104 APPENDIX "F" as' oy Date Contractor's Signature