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RF-07-969Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 n Num iN P -48775 Inspection Date: 07/17/2007 Inspector: Grande, Claudio Owner: HELD, SHARON Job Address: 151 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JOHN BUSTA ROOFING INC Permit Num RF -5.O7 69 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060131950 Lot: Phone: (305)757 -7620 Building Deaartment Comments RE- ROOFING SLOPED ROOF, TILE ROOF, FLAT WHITE COLOR THRU TILE BLACK ON TILL 18 200i Passed 1 61 Inspect r Comments ! l 0 1C_, S QJ2. 462,-4-CZ (_________ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 16, 2007 Page 1 of 2 CIVIL ENGINEER Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel:305- 823 -8008 Fax: 305-823-3300 July 9, 2007 John Busta Roofing 300 Northeast 91 Street Miami Shores, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 151 Northeast 101 Street Miami, Florida Information provided by client: Permit Number: RF07 -969 Date Completion: July 4, 2007 Roofing Contractor: John Busta Roofing Project Number: 07 -1974 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification ofthe bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total ofthe tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of the used for this project was reported to be Monier Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area ofthe roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. ur tee, t require port for your rcvic' reconclude at the i llationofthe ro at o f i t ie a ove- nenttotz ntotoco . Attac' �e above referenced project '.ply find a copy ofour Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. Ifyou have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 151 Northeast 101 Street Miami. Florida Reileh Engineering Corporation -- Project Number - 07 -1974 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 151 Northeast 101 Street Miami, Florida Project Number: 07 -1974 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 23 35 Pass Reileh Engineering Corporation — Project Number - 07 -1974 — Page 3 of 5 Test Number' 24 35 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 51 35 Pass Reileh Engineering Corporation -- Project Number - 07 -1974 — Page 4 of 5 Test Num T st Laat 1b Test Staff Reileh Engineering Corporation -- Project Number - 07 -1974 — Page 5 of 5 4 40 80' O7 -I974 APPROX. t00F TE5T LOCATION5 AM7 12INMION5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795,2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 MAY 1 0 2007 BY: _ (' --- ---- --___- Permit No. n— VI Master Permit No. Permit Type (circle): Building Electrical Plumbing �� Mechanical Roofing Owner's Name (Fee Simple Titleholder) Dar 1 `1 6 Q r C°'i H4Lk ne # 6C6) Vq 3 1 Owner's Address 15 1 o f lot 5 i City 1\4 \dill 3V0 f &S State Zip 32 J 5 Tenant/Lessee Name Phone # Job Address (where the work is being done) 4; /0/ City Miami Shores Village County Miami -Dade Zip ._ FOLIO / PARCEL # _ .-_-ifs_ Is Building Historically Designated YES NO ,' , / c i;v y Phone # Contractors Company Name / / �� Contractor's Address City Pi i c 4im Qualifier Name 800 ME 9/ Si State Fi Zip 3,=3 / 3 Phone # 375 ` Rig " 9 69 State Certificate or Registration No _ Architect/Engineer's Name (if applicable), Value Certificate of Competency No. Phone # Type of Work: DAddttion ['Alteration Describe Work _ "� �:,t„ , ;,? �. —�`` t'�1Eg7, �`-'C"'G'' i e .ra Squae / Linear Footage Of Work:, _ems, ['New fl Repair/Replace" ❑ Demolition * * * * * * * ** *fir * * * * * * * * * * * * * * * * * * * * * * * * * * ** . -s **** ******* * * * * * * * * * * * * * * * * * * * * * * * *** * * * ** Submittal Fee $ Permit Fee $ /1)17 _ alp -,/- CCF $ IS , CO /CC Notary $ Training/Education Fee $ 4 6 A 0 Technology Fee (1 '30 Scanning $ q Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 4. _ I O See Reverse side --> M- Y e- +15 2 3 PAID Structural Review. $ Bonding Company's Name (if applicable) Bonding Company's Address City State i% - Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City i1 State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature, , ,r Signature ✓ Owner Agent The foregoing instrument was acknowledged before me this 7 IA/- day of /f14 is personally known to e or who has produced ration an +. OR • l u g�lii oat) h eA Notary Public - State of Florida • _My Commission Expires Apr 16, 2010 .,-���o�c Commission # DD 520488 `••1�•ti Bond:. b Nati al, Mary Assn. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) �'hC;kit Contractor The foregoing instrument was acknowledged before me this 1 /f '. day of NA/ , 20;7 by who is personally) sown to mfr who has produced adi t lce an oath. LORRAINE NOTARY P KEu` 1 `�; Notary Public - State of Florida = �sy =7 • M Commission E � P,, Y Expires Apr 16, 2010 r •.,,st'nop,: Commission D. 520488 Bonded Sign: ��i,� w �� _ _ _ N Iq 31 � ry Assn c (� t a Q (& My Commission Expires: ` tiLL lcd (c\O (0 s"/ Lit 7,, LA--1 Plans Examiner Engineer Zoning C- NOTICE OF COMMENCEMENT A SID COPT MUST BE POSTED ON THE J SITE AT TIME OF FIRST INSPECT= PERMIT NO. TAX FOLIO NO. i I - 3a o6 - Di3 -- I esb STATE OF FLORIDA: COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Rorida Statutes, the following Informgdion is provided M this Notices of Commencement. 1 1111111111111111 11111 11111 1111111111 1111 1111 J 1. Legal description of property and street/address: a Sho - S S•_ 1 MI NE lot s•-E . Mram Shone,. F( 33138- 02?O :FN . 2OO7RQ458125 OR Bk 25595 Ps . 32097 Ups ) RECORDEQ,, 0.5(07/2007 10:28:31 HARVEY RUVIid, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE o. 0 al 2. Description of knprovement Re- rocrP r>t3 3.Owner(s) name and &ddt parivL +144 4 Sllaror` F'te cl 161 Ate 10(5 +1 Miaeni ShamsF1 33438 Interest In property: ©t* Name and address of fee simple titleholder: Darts 4 S VI at qn H ei ci /5/ NE !Of f 4. Contractor's name and address: • Lt, P'lia i 511:N-cc ,F/ ?)21138- Soo i i qt s-F. 5. suety: (Payment bond required by owner from contractor, if any) Name and address: • 1J! A Amount of bond $ AP lA 6. Lender's name and address: • • I/A Svi c Ft 4,3)13; 7. Persons within the state of Florida designated grated by Owner upon whom or other dooaim�s may bey •served as • • provided by 713.13(1)(a)7., Florida Statutes, .. • • • •. ...... • Name and address 8888 • • • • ••••• S. In addition to himself, Owners designates the following person(s) to receive a copy of the 4.i ports NotipVig providg ... in Section 713.13(1)(b), Florida Statutes. Name and , • • • • • • 8000, • • • .••• • • •• • • • • 9. Expires..., d.,.,, s this Notice of Commencement: • • different Print Owner's Name 5 ha roil N e Eci Prepared by 3nlibel 'get S-1-a Sworn to and subscribed before me this ?-7 day of - ai , 20C2. Notary Public - Print Notary's Na My n 9- nrniFzsion 9+ii33uai -3 1„iL 520458 ' • ROOF CATEGORY ❑ Mechanically Fastened The ❑ Metal PaneUShIngles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ lllew Roof IP Re- Roofing ❑ Recovering ❑ Repay ❑ ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) � cr7q _ aq�q Section El (Roof Plan) Sketch Roof Plan: lilustrate alt levels and sections, roof drains, scuppers, overflow► scrappers and w . Include loos of and levels, dearty identify dimensions of a pressure and n of parapets. I 1 II 1111111:11111111 lig71,4s161.411111111111111411illiiirSt mxi __ no inli gim RIM NI q 12.3..01-41 'AO PAGE" 2 "r� r uilil w i". �rlrll:ii x irrrasr kf ■f ■rr w ■ ■ noun oUIU� lrt� #i /M�■ IPA �� trail ■_ • air+r a i; i■ i . iNr�iR�+r���r r a . M . �- a ■�UlIl ) I !a 1 -1111 1 1 1] 1. l 3 0 3 U i -te at); ' c'Gt113ai.3/ Florida Building Code Edition 2002 High V ;.,, . Hurricane Zone Uniform Pernik Applcatlon Fomr. Section D (Steep Sloped Roof System) Roof System Manufacturer: W ir 0r, i c r at f Notice of Acceptance Number: 0) - Id 1! . G7I Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: -17 6 P2: /00 ' P3: --/cc Maximum Design Pressure (From the NOA Specific System): ` - Method of file attachment: Po) ), Roof Slope: :12 Steep Stoned Roof Svstem Description Deck Type: ; t ype Underlayment: nsulation. 3o P c001:Ub _Type. •::::• Fire Banter. Ridge Ventilation? Mean Roof Height NI A astener Type & Spacing: dhesive Type •• • •....• • .••• • • •••• •..• • .. •. • • • •. • .•• • •• • AL:i- rT 0 ••••• /A g uil• ype Cap Sheet AAA TM - Odtt is oof Covering: ( /11/4„1-1-is .514-1-e iviri fit? eo /& 'Aro Type & Size Drip Edge: •• • • • .•• • •.• • •• • .• • • . • • ,..• • 123.01-48 WEI PAGE 4 L Florida Building Code Edition 2002 High Velocity Htelicene Zone Uniform Permit Application Form. J Section E (Tile Calculations) For Moment based ale systems, choose either Method 1 or 2. Compared the values for MPwitb the values from M ti 1f the M1 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 Basel The Calculations Per RAS 127" " II- i) -Mg: 5 =t41 S;"-3 NOAM 41. J:;i' 6 H 2,971Y = sLl. .15.j- Mg: - lylia -I —'�= ' NOA 1k4 "V a (P,: '•r1[- 6 x ? �' cI IS) - Mg: ti' `f - Mrs 408-. 026 NOA Rik C. ) Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below NOA *Most be used in conjunction with a list of moment based We systems endorsed by the Browerd County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F' with the value for F. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tilt attachment method is acceptable. •••••• Method 3 "Uplift Based Tile Calculations Per RAS 127" • • . • : • • • (P1: _ a 1: _—_ _ --_ a w: _ _ ) - W ®_ H cos 0: F•t= _— NA�A•�'• (P2 : H 1: a w: = ) — W: aces 8: = Frp: NOM?* • • (P3 a 1' -_ _ H w: s a W: H cos ®: N Fr8= P1,0 MP' • • • • • • • • • • •••.•• • Where to Obtain Information • • • 4116.... • Description Symbol Where to find;.... • Design .fit uv P1 or P2 or P3 RAS 127 Table 1 orbyan i t bi based VINE 7 • •'+-r • Moan Roof Reston Moment due to Attachment Res sum use Redeem Nubs= Attachment Radstituce Requhed Upliit Resistance F. Amager& Wei bt ill Tile ' 1= length w width 11 Mt Job Site Job Site NOA NOA NOA •• ••• • Calculated NOA Calculated NOA NOA All cakutat0as must be submitted tote RuiidingOfTeial at the thee ofpetmitapplcation. • • • • • • • • 123 01 • •IA 5/X3 PAGE- 5 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTU9CATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibltty 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 rooting system installations. Addiionally, the following dents should be addressed as part of the agreement between the ows and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. 1 Theworkmanship provisions of Chapter 15 (High Velocity Hurricane Zone) r the purpose of providing that the rooting system meets the wind resistance and water intrusion rnance standards. A (appearance) issues are not a consideration with respect to workmanship provie • «. Aesthetic Issues such as Dolor or arches appears noe, that are not pact of a zoning code, should as part of the agreement between the owner and the contractor. to be rerraffed Renalling Wood accordance with the cured moons of Chapter 16 roofing, the existing Hurricane Zones) off the have Building Code. (The roof deck Is usually concealed prior to removing the existing ng roof system). 3. Common Roofs: Common roofs are those which have no visible dellneailon between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner s • 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 decldng can be from below The owner may wish to maintain the architectural appearance, therefore, rooting nail of the underside of the decking may not be acceptable. The Florida Brims Code provides the maintaining this appearance. 5. Ponding Water: The =rent roof system and/or deck of the indlding may not drain well and may water to pond ( ) in low-lying areas of the roof_ Ponding can be at intimation of structural ess and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new rooting system. Ponding conditions may not be evident until the original system is removed. Ponding cordons should be corrected. . 6. Overflow scuppers (wall outlets): It Is required that rainwater flow off so that the roof is not ed from a build up of water. Perimeter/edge walls or other roof extensions may block this sitleltaext if scuppers (wail ) are not provided. It may be necessary to bleat! overtime with ne Ftorkia Building Code, Plumbing. nuns? .. • • ••• • • • • 7. V td : Most roof structures sho have some abiley to vent natural atrilow the of assembly (the building itself). The existing amount of attic ventilation shall not temsluced. It may be b eficiat to consider additional venting whin man rest in extending the senfice fife of too ''c • • • 6`,= b:-drm'a'3�°.RVwa`. s9f73}efl+i'tYd'.�i �&'!'bl7if ieteiidirsv Or. tiltirnbef T. t Cr ntrac or€ Signature • • •• •• ••• • • • •••• • • • • • •••• • • •••• • • • •. • ••• • • • •• • •• • • • • • • • •• • • • • MIAMWADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifelile, LLC 135 NW 20a Street Boca Raton, FL 33431 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAMER STREET, SIJI TE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submits has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of limes and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Nfiami Dade County Product Control Division (In Miami Dade County) and/or the AID (m areas other than Muni Dade County) reserve the right to have this roduct or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufaciurer will incaur the expense of such toting and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA ieserves the right to revoke this acceptance, if it is determined by MiamiDade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and bas been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the ms's name or logo, city, state and following statement 'RVI iarni Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has be waa change in the applicable building code negatively affecting the pinfonnuice of this productr, ' • • • •' TERMINATION ofthis NOA will occur after the expiration date or if there has been a reviian k chime three materials, use a dlor manufacture of the product or promo. 1 of this NOA as an of nosy' product, for sales, advertising or any other parses shall automatically terminate this NOB' FOfihfe to comply with any section of this NOA shall be cam for termination and removal ofNOA. • • • • • • •..... • ADVERTISEMENT: The NOA number preceded by the words NliamiZade Comity, Flc da, and followed j y the expiration date may be displayed in advertising literature. If any portion of the NOA is • thelffesball be done in its entirety. •••••• • • • • •••• orb' • •• • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC ••• • NOA No. 02- 1211.03 Expiration Daft 12/16/07 Approval Date: 01/09/03 Page 1 of 6 •• •••••• • .• •••••• •••••• • • ••••• • • .•••• • • •••••• • • • ROOFING ASSEMBLY APPROVAL c ^SubOry: Material: Roofing Flat Profile Roofing Tiles Cow L SCOPE This renews a system using Monier Lifctile Atlantis Shake & Mate Cie Roof Tile, as manufactined Monier Lifetle LLC and desc'bed 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 prime 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 2. PRODUCT DESCRIPTION MINSfttct IU by MOM Mamier Lifetfie Atlantis Shake and Slate Tile Trim Pieces lausess 1==15" w =1034" 1 Ws thick 1= varies w= varies va[ying drickness 2.1 SUBMITTED EVIDENCE: Teat A cv Redland Technologies The Center for Applied Engineerbig, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Apples . Test sn PA 112 PA 112 7161 -03 Appendbt f 94-060A 94-084 25- 7094 -2 25-7094-8 25- 7094 -5 Product Flat, interlocking, high pressure extruded concrete shake and slate roof the equipped with two nail holes. For direct deck, mortar or adhesive set applications. Accessory trim, concrete roofpieces for use at hips. rakes, ridges and valley terminations. Manufactined for each tile profile. Te/Rennrt anti-.. •••• Static Uplift Testing • • • • pea. 1991. • PA 102 & PA 102(A) •.••.. •• • Static UpliltTesting ...: March, 1994 PA101 (Mortar Set) ••• 'WY 1fl¢. :. (Adhesive Set) •••• • Static Uplift Testing • • : • •Qct.1V4 "• . PA102 •• •• •••• (4" Headtap, Nails, Direct Dom' : • .... New Construction) •• Static Uplift Testing . • °Qct.199. • PA 102 • . (4" Headlap, Nails, Battens) Static Uplift Testing Oct 1994 PA 102 (4 "ap, Nails, Direct Deck, Recover/Rand) NOA No t 02-1211.02 Expiration Date:12/16JO7 Approval Date: 01103 Page2of6 T li Tim Center for Applied Engineering mac. The Center for Applied mil , biz The Center for Applied Inc. The Center for Applied Inc. Rid Techm logics Rodland Technologies Redland Teelmologies Read Technologies The Center for Applied Inc. Professional Service Ivies, Inc.. Celotex Corporation Testing Service Walker Eat Inc. Walker Engineeting, Inc. Walker Engineering, Inc. Walker Paginating, Inc. Walker E g ecrmg, Inc. Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineaing, Inc. Test Idee;r 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161-03 Appendix 11 Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test X77 224 -47099 520109 -1 520111-4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Nast S ic Uplift Testing PA 102 (2 Quilt-Drive Se's, Direct Deck) Static Uplift Testing PA 102 (2 Quilt-Drive Screws, Bats) Static Uplift Testing PA 102 (1 Quilt-Drive fir, Meet Deck) Static Uplift Testing PA 102 (1 Quilt-Drive Screw, Bates) Wind Tunnel Testing PA 108 (Nail-On) Wind Tunnel Testing PA 108 (Na7.On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resiaance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical P- PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 *7496 257584 25-7804b-8 25-7804-4 & 5 25- 7848 -6 • Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept 1993 Oct. 1994 Sept 1994 Dee. 1998 March 1999 March .1991/ •••• • • .. • • • :. • 19 • •..... •••• • ▪ „mil 1906.•. • •••• •• •• •.... • • • 1994•••• • • • •••• • • • •• • ••• • • • 25 -7183 March 1995 Aerodynamic Mugipiie s April 1999 Two Patty Adhesive Set System April 1999 NOA Now 02-1211.08 Eton Date 12/16(07 Approval Date: 01/89103 Page 3 of 6 • • • .••.•• • • •.•.. . • • • • • 3. LIMITATIONS 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. 33 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly teat in acordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Nminmm 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 stated otherwise by the under'layment material nnatufacturers publisheed literature. 3.6 This acceptance is for wood deck applications. Mauna= deck requirements shall be in compliance with applicable building code. 3.7 Maybe installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetrle Atlantis Shake and Slate 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 (1 x w ) Tile Profile Weight•W (Ibf) Length -1 (ft) Width -w (ft) Monier Liao Atlantis Shake & Slate Tae 8.5 1.25 • 0.865 Table 2: Aerodynamic Muitipfiers - I. (fi) • Tile Profile Tile Profile )l (ft) •..• : Direct Deck Applicator!. • . • • .. • Monier Lifet►e Atlantis Shake & State Tile 024 Direr Deck • •••• • • • ...... • Table 3: Reston Moments due to Gravity - M. (ft-lbf) . • • • • Tile Profile 3°:12" 4 ":12" 5":12" 6°:12° Dlrect Deck 5.6 ' • 9x':12" or ' . : Welder .. , . Dijec1Deck... •__• 5.5 ... Monier l ifetile Atlantis Shake & State Tile Direr Deck Direct Deck Direct Deck 6.0 5.9 5.8 NOA No.: 02- 1211.08 Expiration Data 12116107 Approval Date: 01/09/03 Page 4 of 6 • • .• • • ...... • •••••• • •..•• • • • • • MinimunrAftachm mt• • Res'IM nce • •.., 1184 .... • .4q4. . • • • Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lift) for Nail •On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Damns Monier Liege Atlantis Shake & Slate Tile 2 -10d Ring Shank Naas 30.9 38.1 172 1 -10d Smooth or Screw Shank Naa 7.3 9.8 4.9 210d Smooth or Screw Shank Miffs 14.0 18.8 7.4 1 88 Screw 30.8 30.8 182 2 08 Scar 51.7 51.7 24.4 1-10t1 Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nall (Eave Clip) 19.0 19.0 22.1 210d Smooth or Screw Shank Naas (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 1 50.3 1 85.5 1 48.3 1 Illation wilt' a 4.6b Map and fastemros are loci a min. of 214• from mead oftile. Table 5: Attachment Resistance Expressed as a Moment Mf (f %list) for Two Patty Adhesive Set Systems Tile Application Tile Profile Minimum Attachment Resistance Monier UfeNe Atlantis Shake & State Tile Adhesive 31.3 2 See manufachires component approval for installation reouirements. 3 Flexible Produce Company TdeBon d Average fight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per path/ 8 grams. • • •••• • .. • Table 5A: Attachment Resistance Expressed as a Moment - Mr (11-1 118. for Single Patty Adhesive Set Systems Tile Profile Tile Application ...... a ••• • .. • Monier Lifetle Atlantis Shake & Slate Tile PolyProN PolyPro"r 4 Large paddy placement of 45 gram of PotyProm 5 Medium paddy placement of 24 grains of PolyFroll'. • •••• • •. Table 58: Attachment Rest Expressed as a Moment - M,(ft ibf) - for Mortar or Adhesive Set Systems - - -' Tile Profile Tile Application Attachment Resistance Monier Llfetite Atlantis Shake & Slate Tae Mortar Set° 39.0 NOA No. 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 • • • • • • • 5. LABELING All tiles shall bear the imprint or identifiable nag of the manufactinets name or logo, or following statement "Miami-Dade County Pmt Camml Approver. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following 6.1.1 This Notice of Ace. 6.1.2 Any other named by theBuilding Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS MOM* LNETILE ATLAN11S SNAKE & SLATE CoNcRtrh Row Tax END OF THIS ACCEPTANCE • -• • • • • • • .;„.7.4 q•; • • • • •• , •• • ••..R• ••.1 ►• • 1' •••• ` •� • • •i•!!7 OO OO •••••• •••• •••i•• 0 • •••••• • • • • ••oi • ••• • • • • • • • • • • • •• • ••• • • • •• NOA No.: 02- 1211.08 Emanation Dann 12116107 Appal Dates 01/09/03 Page 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam.Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The BCCO (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 material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of arty • • • product, for sales, advertising or any other purposes shall automatically terminate this NOA Failure to cbgray with any section of this NOA shall be cause for termination and removal of NOA. • • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F1Qt s and folloF • �y the expiration date may be displayed in advertising literature. If any portion of the NOA isda'spleyed, the •;. be done in its entirety. •••• • •••••• •••. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturerbr'ts distrib"• ut' • and shall be available for inspection at the job site at the request of the Building Official. ; •' • • This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jhrge L. Acebo. • • • • • •• • •••• • • ••• • •• •• NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ..•••• •' • • • • a ...•• • • • • • •••.•• • • •••••• • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AII160 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 PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions leg Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 NIA Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 • • • • •• • • • • •••• .••• • • •••• • ••• • • • •• • • • • •••••1 • 3.1 Perm / Inch ...... •••• +0.07% Volume Change ® - 4Q7..2 weeks' ••••• +6.0% Volume Change @158°F.,JOB% Humidity, 2 weeks .•••• • • •••• • • 86% • • • • •�• • •• • • • 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. NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 2 of 7 • • • 000000 • • •••••. • • •1111 • • 1.11• • • • 1.11•. • • • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2 -1 TAS 101 10/23/98 528454-9-1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: •••• • 1. Fire classification is not part of this acceptance. Referto the Prepared Roof Tile AMsembliy for Are, • • • • ••• • • • • • rating. ...... •• • •••••• • • • •...•• 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. • • : • • .... • •..• • • •••.• 3. Minimum underlayment shall be in compliance with the Roofing Application Standdi'd1 AS 12$. • ., .....' 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof Re 4hesive with, their file assemblies shall test in accordance with TAS 101. • he '....' • • 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof te$ive with • their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. • • 000000 • • • t iF` • W \2/ MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 • • INSTALLATION: 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. 2. Polypro® A11160 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® A11160 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 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. 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. 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 the as determined at calibration. No other settings shall be approved. 6. Polypro® A11160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AHI60 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) • Flat, Low, High Profiles #1 35 3Jjir ; High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan WA. • • • • Flat, Low, High Profiles #2 24 1y?A• • • Flat, Low, High Profiles #3 g ... LABELING: •. • ■• •• • • All PolyproID AH160 containers shall comply with the Standard Conditions listed :herein. • • • •• • BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ••• • ••• ••• • • • • •••• • • •••• • • • ••• • •• •• NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • •. •••••• • • • • ••••• • • • • • •••••• • • • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY WPM= ofea• course cover foe. Abodto sea aawed panBes.Easureo tad al panned covert* ere Mahal eave Ewe dome Wee** On* sham) •••• • • •••• • • • P �. • • •. • on • • •••• • • •••• • • •• •• • • • • • • • . • • •• • • • ••••.• • • • .••.•• • • • • •• • ••• • • •••• • • •••• • •••• • • •••• ••• • • to • • •• NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PA1TY • • • • • •••• • •••• • • • .•• •. • • • •••••• •• • • • • • •••• • • • • • • •••••• ••••• •••• • • • • • • •••• • •• •• •••• • • • • • • • • • • • •••• • • • •• • ••• • NOA No.: 064201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 6 of 7 • • • • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE •••• • • • • •••• • • • • •• • •• •• • •••• • • •••• • • •• •• • • • •••• • •••• • • • • .... • • • • • •••• • • • ... • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • • • • • • ••••• • • • • •