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BP-03-1498 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date �� Time Type Insp'n � JnV Permit No. 6 63 )qq� Name zo—. Q Address I ;)- V �t Company Y C1 Phone# ���-4� c:;,L,.:!> _ For Inspector: Name&Date Approved Correction ❑ Re-Insp'n Fee ❑ LG Engineering Services,Inc. appreciates the opportunity of assisting you in this proj ect. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. Mohamad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 1 l72 Northeast 103 Street Miami Shores,Florida Report of TILE UPLIFT TEST for Residential Home 1172 Northeast 103 Street Miami Shores, Florida Project Number: LG03-1953 Test Number Test Load (Ibf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass LGEngineering Services,Inc.--Tile Uplift Test Result--ProjectNumbei. LG03-1953,Page I Test Number Test Load (lbf) Test Status 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass LG Engineering Services,brc.—Tile Uplift Test Result--Project Number:LG03-1953,Page 2 Test Number Test Load (lbs Test Status 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass LG Engineering Services,Inc.—Tile Uplift Test Result--Project Number:LG03-1953,Page 3 Test Number Test Load (Ib Test Status 79 35 Pass ` 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass LGEngineeringServices,Inc.--Me Uplift Test Result--Project Number. LG03-1953,Page 4 N0PITH + + + + + + qb' PHOfOG NIC 17OCUWNTA11ON PERMIT APP CATION FOR MIAMI SHORES VILLAW E 0 VE D �EP 1 54 Date 3 Job Address 1 ax Folio —3 — OCD7— �/ S a®moi m��memovomm_ LWJDf ption =T- — historically Designated: Yes No Own %i asee/Tenant Master Permit# 4.1 9 A 09 ^��� Owner's Address 3 hone — Contracting Address 3-2 — Q Qualifier 6� SS Phone„.JIY-- s�—,(,Zai State# Municipal# Compete7# /k Ins. Co. IffT AmhitectlEngineer ddress Bonding Company Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN PAVING FENCE SIGN WORK DESCRIPTION — 7- 1 e Square Ft c=?- Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT NCEENT AND YO 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 tha separate permits are required for ELECTRICAL PLUMBING,SIGNS,POOLS ROOFING and MECHANICAL WORK. OWNER'S ^ I c that al e g lO t 09d p is accurate and that all wor be compliance with all applicable laws regulatin construe' d zo ' :�iuthenmore,I a ¢ is to do the work t g SION �•X 25,200'9k igna ofo t: -EkS o Signature of -Builder Date #CC956976nde ;o e � • my Commission E ices:as to OiWer anXw- do President m®A®A� �8�tt0 q,®��e®�"® Notary as to Co Expires:r or er-Builder Date — maim FEES: PERMIT�,�_RADON C.C.F. tO APPROVED: TOTAL DUE Zoning Building Electrical Mechanical Plumbing -Structural-Engineer co CCt,h MIAMI SHORES VILLAGE BUILDING DEPARTMENT I 305-795-2204 SIL Building Inspection Request DatJ Tim-e Type Insp'n �U� kAbP Permit No. V` 0- I `V Name 91M Address I RL N t 1n S Company ` -a Y o Phone# G?' For Inspector: lQ B Name&Date Approved Correction ❑ Re-Insp'n Fee ❑ .~1.. .�.,.r - 1.. .1"... .11.11-. :. .... r: CAW� x �rI YY Mir. , 1 ,° ■ ■N� ■ r� r. r ■wR :w Q�8� wfwr it ,rr w w�.rN arA< rr .r...rM R ■r w ■�QQ � � ���Q� � Q�� � Q rw Qall Q Q r. � ■Q Q ©© Q. QQi wrQr �jj I M r� Q IDQr Q ■GQ !" .Q III I r ion . Q .■ ■ � r � r ■ � Q rfQ:�� ■ QiQr+r ■ Qw w Q Q w w� r 1rQf rw i11N� �■■ � MI ttM��i y■y�I��I �jr� M M .'��j■ I�Mf 11 � Q�j ■ ■ M ■ M Qlerwiriit YYi �A #illi M /111 M ■ r4 Q Q ww ws r ■a■ s!� Q Qwm w wQ Q Q Qw i ■ w r QQQ Q ■ Q Q Q r ■ ■ Q wQ ` Q• Qr � �8 ��Q � Q� �G� � w■w��� Qi■ . wQ � � wr Ik r Q Q Q 0rM/Qw.Q�llt �i�r1�c 1►it r Q �i Q Q wQ w� Q Ell M � �� M go C Q w- ..��: Qi � � Q � ■Q� � w � Q r C Q Q ■ ■M � � QM Q QGCQ ■ r M � ww " war Q Q Q I NMM ■..' NAM QM/IlY 1�1. Mf ■ . rrN�MQI��M�Q �M.�..__.._ ... MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date 3UwD Time Type Insp'n Y) 2Y Permit No. P C)z)" 9 Name Address I(_) �D7 J Company :_p-� Phone# For Inspector: Name&Date Approved Correction ❑ Re-Insp'n Fee ❑ Florida Building Code.Edition 2002 Mph Ve Hurricane Zone Unlfonn Permit Appumdon Fom. Section D (Steen Sloped Roof System) Roof System r.4 F �. Notice of Acceptance Number:._O Q- r/_Q0 Minimum*Design Wind Pressures, If Applicable(From RAS 127 or Calculations): P1: P2: P3: • Maximum Design Pressure From the NOA Specific S stem Method of the attachment: 2 Steep Sloped Roof System Description Deck Type: ype Underlayment: Roof Slope: nsulation: Fire or or. Ridge Ventl do ? astener Yypo&Spacing: `, c � a heelve Type ype Cap r',S11-1r-CA oof Covering: Mean Roof Helght: Type&Size Drip dge: a. 3 123_DI-48 5103 PAGE 4 Florida Building Code Edition 2002 V012M Hurdwo Zone Uniform PenT&_Applfcation Form. Section E LTII® Calculations) For Moment based tile systems,choose either Method 1 or L Compared the values for Mrwith the valued>rOm M If theM f values are greater than or equal to the Mr values,for each area of the rood then'the the attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Py: x� � m/3�a/ti-MSS�++ ®�F,_� NOA A*(P2: x X -Mg: -1 ik NOA R;4 (P3.- x�r ma,24a NOA A* Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below NOA R* Mr Required Moment Resistance* can NOW AsIght -- RootStops 16' 2V 3W 4W ZI 2 UA 38J U2 SY.7 AU 402 -JFX- 3" 31LI 373 E-1 25A NO 20A 3OX 7.FEq 242 09 20.2 L-- 4EE I a] *Must be used in conjunction with a list of moment based the systems endorsed by the Broward County Hoard of Relies and Appeals. For Uplift based tile systems use Method 3.Compared the values for F'with the values for F,.If the F' values are greater than or equal to the F,values,for each area-of the roof,then the the attachment method Is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" w:-_)-W: .x cos 8: = Fr,: NOA F w:-----J-W:_x cos 8: Frz: NOA F' (P3: x 1• a w: ___}-yl►:___.x cos®: = Fra: NOA F' Where to Obtain Information Description, Symbol Where to find DWSdPresmw P1orP2or 27 Table Iarbyaa onAB 7 Mean H Job Site Roof Jo Site due to NOA trir NOA F NOA Re UR ae Fr Cdcahftd Avera NOA e A wm width to&e Bdft 69M at the fim of an 123_01-48 5/03 PAGE 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1.524.1 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 Zon )—are for the purpose of providing that the roofing system meets the wind resistance and water intrusion per ormance 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 renai d in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring um (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may caul water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distr ss and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed.Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overt aded 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 interi r of the structural assembly (the building itself). The existing amount of attic ve tilation shall not be reduced. It maybe beneficia J to consider additional venting which can result i xtending a service life of the roof. Own s/A nt' ignature Dat & C o–Fs Signature C,%ROCU%tE-14mp%LOCALS—I%TemplSECrtOY 1514.40c ,, MIANIi-DADE COUNTY,FLORIDA M IM I®DADE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET,SUITE 1603 BUILDING CODE CONIPLIANCE OFFICE(BCCO) MIAMI,FLORIDA 33130-1563 PRODUCT CONTROL DIVISION (305)375-2901 FAX(305)375-2905 NOTICE OF ACCEPTANCE NOA Monier Lifetile,LLC 135 NW 201'Street Boca Raton,FL 33431 SCOPE: This NOA is being issued under the applicabe> b s�Miami-Dade County Product Control Dulations governing the use of ivision accepted The documentation submitted has been reviewedy by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).. low.The Miami-Dade County ct Control This NOA shall not be valid after the expiration date stated be than Miami Dade County)reserve ue the right to Division (In Miami Dade County) and/or the AHJ (in areas o to perform have this product or material tested for quality assurance he exenseof such testing andoses.If this tor material the AHJ may immediately atelyy in the accepted manner,the manufacturer will m P withinterial ma RA reserves the right revoke,modify,or suspend the use of such product ori Dade Coun Product Consi Control Division that this product or to revoke this acceptance, if it is determined by Miam ty 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: Villa, Roll, and Capri Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name otherwiseor logo,cit herein.,state and following statement: "Miami-Dade County after a ControlApproved", application has been filed and there has been no RENEWAL of this NOA shall be considered change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expirationMisuse of hisrNOA as an endorsementrevision of any in the materials, use, and/or manufacture of the product or process. product, for sales, advertising or any other purposes shall a and ticall al rmiNOA nate this NOA. Failure to comply with any section of this NOA shall be cause for terms ADVERTISEMENT: The NOA number preceded by the e. If any words Miami-Dade of the NOAFlorida,displayed,then tfollowed hall the expiration date may be displayed in advertising literature. y P be done in its entirety. ovided to the user by the manufacturer or its distributors INSPECTION: A copy of this entire NOA shall be pr and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.:02-1205.05 Expiration Date: 12/16/07 f Approval Date: 01/02/03 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC 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 calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC 1 = 16%2" PA 112 Low profile, interlocking,high pressure Villa &Roll w= 13" extruded concrete roof tile equipped with one %Z' thick nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Monier Lifeitilc LLC L= 17" PA 112 Low profile, interlocking,high pressure Capri Tile W= 12'/8" extruded concrete roof tile equipped with one ''/Z" thick nail hole and double roll ribs. For direct deck or battened nail-on, mortar or adhesive set applications. Trim Pieces 1 =varies PA 112 Accessory trim, concrete roof pieces for use w=varies at hips,rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Aj!ency Test Identifier Test Name[Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102& PA 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix Il PA 108 (Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engincering, Inc. PA 101 (Mortar Set) NOA No.: 02-1205.05 a Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 Test Agency' Test Identifier Test Narne/Report Date Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc. PA 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap,Nails, Direct Deck, New Construction)[] The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap,Nails, Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap,Nails, Direct Deck, Recover/Reroof) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test#MDC-7611 PA 100 Uplift Testing Feb. 1995 The Center for Applied 25-7183-1 Static PA 102 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) 25-7183-2 Static Uplift Testing Feb. 1995 The Center for Applied PA 102 Engineering, Inc. (2 Quik-Drivc Screws,Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 PA 102 (1 Quik-Drivc Screw, Direct Deck) (1 Quik-Drive Screw, Battens) 528454-2-1 Static Uplift Testing Sep. 1998 Celotex Corporation PA 101 Dec. 1998 Testing Services 520109-2 Aerod Walker Engineering, Inc. Calculations ynamic Multiplier March 1999 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations Walker Engineering, Inc. Evaluation Calculations 25.7496 April 199625-7584 December Walker Engineering, Inc. Evaluation Calculations 25-7804b-8 em 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 NOA No.: 02-1205.05 CP Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 3. LINIITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length-I (ft) Width-w (ft) Monier Lifetile Villa and Roll Tile 9.1 1.33 1.081 42 1.03 Monier Lifetile Capri Tile 9.51 Table 2: Aerodynamic Multi tiers -7l ft' Tile (ft ) (ft ) Profile Batten A lication Direct Deck A lication Monier Lifetile Villa, Roll and Capri Tile 0.267 0.289 Table 3: Restorin Moments due to Gravit - M ft-Ib Tile 3.•:12" 4":12'• 5":12" 6.':12 7••:12" or reater Profile Monier Lifetile Battens Direct Battens DDir k Battens Deck Direct Battens Deck Battens peck Villa. Roll, and Deck Ca ri Tile 5.57 6.30 5.48 6.18 5.37 6.05 5.24 5.90 5.09 5.73 NOA No.:02-1205.05 C. % Expiration Date: 12/16/07 Approval Date:01/02/03 Page 4 of 7 y, Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail-On S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" 1 plywood) plywood) ) Monier Lifetile 2-10d Ring Shank Nails 8 11 8 4.17. 37.4 28.8 Villa, Roll, and 1-10d Smooth or Screw Capri Tile Shank Nail 21 9 7 1 2-10d Smooth or Screw 16.4 Shank Nails 25.8 22.9 1 #8 Screw 25.8 2#8 Screw 47.1 47.1 49.1 24.3 24.2 1-10d Smooth or Screw 24.3 Shank Nail (Field Cli 19.6- 2201 1-10d Smooth or Screw. 19.0 Shank Nail Eave CripL 35.5 34.8 2-10d Smooth or Screw 35.5 Shank Nails FieldCli 31 9 32.2 2-10d Smooth or Screw 31.9 Shank Nails Eave CH 2-10d Rin Shank Nails 43.0 67.5 50.9 1 �tstallntrinith a 4"the headla and Easterners are located a min.of 2Y2"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Pattv Adhesive Set S stems Tile Tile Application Minimum Attachment Resistance Profile 26.1 Monier Lifetile Villa, Roll, and Adhesive Capri Tile 2 See manufactures com onent approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Pol oam Product, Inc.Avera a weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment- Mf (ft-lbf) for Single Pa Adhesive Set S stems Minimum Attachment Tile Tile Application Resistance Profile 86.61 Monier Lifetile Villa, Roll, Pol oam Pol Pro T'" 45.5 and Capri Tile Pol oam Pol ProTM' 4 Lar a add lacement of!; rams of Pol Pro TM'. 5 Medium paad lacement of 24 rams of Pol Pro TM'. NOA No.: 02-1205.05 _ Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5of7 Table 5B: Attachment Resistance Expressed as a Moment - M{(ft-lbf) for Mortar Set Systems Tile � Tile Attachment Profile A lication Resistance Monier Lifetile Villa, Roll, and Mortar Set 20.60 Capri Tile 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NAL HC.X.E 11-3(4 1-'U2 Villa OVERLAY 16-'Ifs" f VATER COURSE MONIER LIFETILE VILLA CONCRETE ROOF TILE NOA No.:02-1205.05 o Expiration Date: 12/16/07 Approval Date:01/02/03 Page 6 of 7 11 " 0 16-1/2" 13" MONIER L.IFETILE ROLL CONCRETE ROOF TILE 0 17" 12-318" MONIER LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE R&INOA No.: 02-1205.05 o Expiration Date: 12/16/07 Approval Date:01/02/03 Page 7 of 7 • M IA M IDADE MIANH-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAOLER BUILDING 140 WEST FLAOLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 _PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX(305)375-2908 Polyfoam Products,Inc. CONTRACrOR LIMNSING SE(.'FION 2400 Spring-Stuebuer Road (305)375-2527 FAX(305)375-2558 Spring,TX 77383-1132 CONTRACTOR ENFORCEMENT DIVISION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 Your application for Notice of Acceptance(NOA)of- Two fTwo Component Po"rethene 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 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 manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. 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.: 01-0521.02 EXPIItES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET.SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE&PRODUCT REVIEW COMHTTEE 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 APPROVED: 06/14/2001 Building Code Compliance Office IW450M 14w200011t=pbmV odea aeoepenm omw pap-dot Internet mail address:postmaster@buildingeodeonline.com (1) Homepage:http://www.buildiagcodeonflue.com PobToam Products,Inc. ACCEPTANCE No. : 01-0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Approval Date:dune 14.2001 Sub-Categoa: Roof Tile Adhesive Expiration Date:May 10,2006 Materials: Polyurethane 1. SCOPE This approves PoIypro®AH160 as manufactured by Polyfoam 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 Polypro®AH 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 Manufactured by Test Product Applicant Dimensions Speeiflcations Description PoIypro®AH160 N/A PA 101 Two component polyurethane FoamproO RTF1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH 160 roof tile adhesive. 2.2 Typical Physical Properties: Proper Test Results Density ASTM D 1622 1.61bs./ft 9 Compressive ASTM D 1621 18 PSI Parallel to rise Strength 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor ASTM E 96 3.1 Perm/Inch Transmission Dimensional ASTM D 2126 +0.07%Volume Change®-400 F.,2 Stability weeks +6.0%Volume Chan ° Humidity,2 weeks Frank Zuloaga,RRC Product Control Examiner 2 Po�Products,Inc. ACCEPTANCE No. : 01-0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LUMHATIONS 3.1 •Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro®AH160 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 PolyproO AH160 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®AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein- F1= F= MS 4. INSTALLATION 4.1 Polypro®AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro®AH160. 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 Polyprog AH160 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®AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application 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 fist 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 "B" component shall be maintained between 1.0-1.15 (A): 1.0(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 Polypro®AH160 shall be applied with Foampro RTF1000 or ProPack®30& 100 dispensing equipment only. 4.7 Polypro®AH160 shall not be exposed permanently to su Frank Zuloaga,RRC Product Control Examiner 3 Polyfoam Products,Inc. ACCEPTANCE No. : 01-0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro®AH 160 has been dispensed. 4.9 Polypro®AH 160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic file profile requires the specific placement noted herein. Table 1:Adhesive Placement For Each Generic Tile Profile TileProfHe Placement Single Paddy Weight Two Paddy Weight Detail Min.(grams) per paddy Min. (gram) Flat,Low,High Profiles #1 35 N/A High Profile Q Piece Barrel) #I 17/side on cap and N/A 34/ an Flat,Lone fligh Profiles #2 24 N/A Flat,Low,lhgh Profiles #3 8 5. LABELING All Polypro®AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 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 4 Polvfoam Products.Inc. ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY °i"�►'qt X711 TIIo) Nat eaaph pie cement Pedd�l(9eneetdlle) thdafeyarnt urdehra®a 1 - 1 1 Faiatbuw •- - Fade EWCaua Fade catMO* Emmma*: Emdmn EMCbM K"p "W YAVI 81 1 lqpm D1pedp 4h,upfrm wooda 4h.upfmmwmpbdu Nae henol'pleft t)peen aoutd adheaha to addeve tT to 23 dwp swMI�lncanbdVMthepeeft P SPP NabtlnoagApbNccamant ATe lelmm�eda�edwm lRla 1 Tb m hedt ftIk e Urberiayneat to h 2 In. e e =- EMlk�se Era Cbme apprm lh ep Fade d�tlroeins taseetaru6le. Abidtoaconm an at pm ltea Eneufe eeveeadol Opftw MA NIMM L on hVIOW tte Fie dom WmPh M Feeds Frank Zuloaga,RRC Product Control Examiner 5 Polyfoam Products.Inc. ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY int Padd71 v"m The) pla ft eemeM PaAdY(Beraatli TibJ � °� Urdetlaya�eM ' 7Ifat. 7 tn. �2 In. _ bre Coana • Fes* FmwA Waphob EM Cama Eave clasum EaueCbewe Upmp NOR through plaade cement pay T" 71n _ Emcbsma Em Coerce Fmb Frank Zuloaga,RRC Product Control Examiner 6 Polyfoam Products,Inc. ACCEPTANCE No. : 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Ply PaGdf Rd through plastic cernent single paddy under tile (between tile) Single paddy between file UndalsymeM PM* 2 in.x 7 in.nieffim • (under 119) Size paddy Gm lefts. mm only Single dy 'Wr3 40,411M x 3 In Tfln.. Un the x 3 Im 41n. 2 111. Single pm*on 2 In. 4 in. single onder- paddy an under. inn" Sin* Fascla counfe an top of the W1011012 8111110,pa in.x 71n.mean Em Em closum Fasciaant,op Me Aim paddy sm % cow Drip edge ewirse Only Hall through plastic Count Vnille paddy nder the Swe paddy between Ole Q3,n.x3ln. 4ht. Singh p1* an untWhyment 2 n. single paddy Eve Clmre on top of die 2 In. 7 In.medim Wu ply ears course only I Ears Carne Fasda I Frank Zuloaga,RRC Product Control Examiner 7 Polpfoam Products,Inc. ACCEPTANCE No. : 01-0521.02 I. Renewal of this Acceptance(approval)shall be considered after a renewal application has been filed and the original submitted documents,including test-supporting data,engineering documents, are no older than eight(8)years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. I Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product(identical)as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d The engineer who originally prepared, signed and 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 filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed,then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents,where it applies,shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE Frank Zuloaga,RRC Product Control Examiner 8 PERMIT APPLICATION/FOR MIAMI SHORES VILLAGE D Job Address 1d:3 Tax Folio Legal Description Historically Designated: Yes No .r Owner/Lessee/Tenant '� B S Ci 5 Master Permit# - Owner's Address Phone d — -75 7—S4 72- I/ Contracting Co. 411ALM PA Address Qualifier SS# - - Phone State# Municipal# Competency# Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): UILD ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost(value) m WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS 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 do the work stated. Signature of owner and/or Condo President Date Si of Contractor or Owner-Builder Notary as to Owner and/or Condo President Date tary as Contrac o Date My Commission Expires: My Commission Exp es: GLAD`151 A NofAIty F13 31.SCSCA'CL®F F7 OR1D `' ION NO.CC714103 COl'.IM ION L-xP.MAR•1 �2 �lY COMM• i FEES: PERMIT O / RADON C.C.F. ` ® NOTARY BOND APPROVED: TOTAL DUE _ Zoning Building Q Electrical Mechanical Plumbing Structural Engineer s l MIAMI SHORES VILLAGE Paint Color Approval and Agreement 71 , DATE: OWNER'S NAME: ADDRESS: 1/ 72 103 9-6 ADDRESS OF SITE: CONTRACTOR & LICENSE (if applicable) V COMPANY NAME: PHONE: All Elemenjs on the site must be listed and indicate the color to be painted. Walls ✓ ,/ ,� Fascia A1119. Soffit ` Roof ° Flower Bins Shutters o Awnings ro` Chimney j Doors and door jams Garage Doors c y Railings '0 x Fences C Decorative Metal o� All brick (simulated or regular Stucco Banding Any other stucco features Accessory Buildings Other 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. I authorize the above-named contractor, if applicable, to do the work stated. Furthermore , the paint colors will be as per the attached samp Signature of Owner Date Signature of Contractor Date OVED: J1O, Building O al Date