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RF-07-813,., Miami Shores Village Building Department 1 0 050 N.E.2nd Avenue, Miami Shores, Florida 33138 TeL (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE. NUMBER: (305) 762.4949 BUILDING .. PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Simile Titleholder) i V C � I hGl`c� w, t ''244 -4620 Permit No RP -;-9 01 43 Master Permit No. C4 N E.. 1 IN 1\ ■ '01 c fey_ <Slirrc4 it 03 33 Tenant Lessee Name Email 3 Phone i# b # i ( re1he work is being done) 2k, Z N1(V'f 1 1 're- city Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building historically Designated YES NO . Flood Zone Contractor's Address . City. State Qualifier Name Phone # State Certificate or Registration No � Certificate of Competency No Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # :. Zip Phone # .,., r ..:.... .. nee rl� for' is coo mar T:iiear Fontage:U3n!.. CA . Type of Works io [Additn Alteration ONew ` r • w :..:. � 0 Repair/Replace 0 Demolition s1 -1 k: 4 * *w * ** ** * ** * * ** *******************F * *** * * * * * * * * * * *** ** * * * * * * * * * ** * ** • ** *** Submittal Fee $ Permit Fee $ Y 30L? CCF $ CO/CC $ Notary $ Training/Ed.u Fee $ Technology Fee $ Scanning $ Radon S DPBR $ Bond $' Double Fee $ Violation date: Structural Review. :$ Total Fe. No,, Due $ 3 ()C ).:,ca -O- : : . See Reverse side .a (Revised 0' 7110 /07)(Revised.06110 /2009) it Bonding Company's Name (if applicable) C.,.. ,' . 4I Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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.::,.. owritirs 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 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 mus promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person 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 reinspectitrn fee will be charged. ND !q , 17 �l d Signature \ m, i 1.744 Signature mer . The foregoing instrument was acknowledged before. me this. The foregoing instrument was acknowledged before me this da of. r� 1, 20 �� ; by �C�.u -IU f day of , 20 , by .. who is personally known me or who has produced t 17 who is personally known to me or who has produced 0.45011.0 identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: State Zip \ \\ \`011111 i lokk a 9 ,y0 Plans Examiner NOTARY PUBLIC: Contractor Sign: Print: My Commission Expires; ******** *• x* ** *x * *** * * * * ** *** ** **:14410►?'i # 44c** * *x * * * * * * *a** ** *** * * * **** *rye * * ** * ** **** ******* * ** ** * ***** * ** • Engineer Clerk checked Zoning Inspection Number: INSP -46929 Permit Number: RF -4 -07 -813 Scheduled Inspection Date: October 04, 2010 Inspector: Bruhn, Norman Owner: DELHOMME, CHARITABLE Job Address: 262 NW 111 Terrace Project: <NONE> Contractor: HOME OWNER Building Department Comments RE ROOF TILE AND FLAT ROOF PERMIT RENEWED 10/1/10 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Cc- October 01, 2010 Miami Shores, FL 33168- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360010610 Page 31 of 33 CIVIL ENGINEER September 27, 2010 Charlen Delhoume 262 Northwest 111 Terrace Miami, Florida Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175 -1174 Tel : 305-823-8008 Fax: 305-823-3300 ROOF TILE UPLIFT TEST REPORT Residential Home 262 Northwest 111 Terrace Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: 2007 Roofing Contractor: Nor Provided Project Number: 10 -0992 (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 of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the 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 tile used for this project was reported to be Altusa Clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the 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, ridge caps and (1) in the comer areas were conducted. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 262 Northwest 111 Terrace Miami, Florida Reileh Engineering Corporation — Project Number - 10 -0992 — Page 2 of 6 Report of TILE UPLIFT TEST for Residential Home 262 Northwest 111 Terrace Miami, Florida Project Number: 10 -0992 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 10 -0992 — Page 3 of 6 24 35 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 ` 48 49 50 51 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass 35 35 Pass Pass Reileh Engineering Corporation -- Project Number - 10 -0992 — Page 4 of 6 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number - 10 -0992 — Page 5 of 6 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 35 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Reileh Engineering Corporation — Project Number -10 -0992 — Page 6 of 6 13 12 NOie5 f3ROKTN 111,E O 1;117a GAP 1151 LOCATION 19 18 62 M 66 65 16 11 10 68 75 51 65 61 62 48 58" 10 -0997 APPROX. ROOF Te51 IOCA110N5 ANI9 12IM N510N5 OWNER BUILDER DISCLOSURE STATEMENT NAME: r IG) U"C De he rn m-c DATE: 10 - 1 - 2- 0 0 ADDRESS: Z- P 2- NVV 11 I1 ' T-e it r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial '"k' 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 12- 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 1 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http: / /www.myfloridalicense.com /dbpr /pro /cilb /index.html Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that 1 am the party legally and financially responsible for the proposed construction activity at the following address: Initial 0 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 0 day of l 64` , 20 1 By fr UQ) Y Produced there License or OWNER A,/ 6(5 'Pte(6_,„,p_f Initial k o who was personally known to me or who has s identifi -tion. Initial P i - X j UC STATE 117 FLORIDA ▪ Clatlia V. CUM:166M DD717923 EP.23,a 11 BONDED CBONDING CO.,INC. �ONAED'r$R V ATLANTIC GH1446E (841 BUILDING PERMIT APPLICATION FBC 20 eltY .J R+i SNP sate Miami Shores Village Building Department 10050 N.E 2nd Avenue, Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PH©NE. NU1VIBER: (305) 762.4949 Permit Type :. BUILDING ROOTING s (Fee Simple Titleholder) /24 P I /6 V LI O1 esszatt Gt 5 tamer s= AOdress Z. L I � W /11 n ' rex*. Permit No. gir6 - c s 13 Master Permit No. etp J5 it., Tenant/Lessee Naive IttatXt Email id ss wl ei thevirork is being done) Z �° Z NW 1 ! 1 rejz.ra- City Miami Shores Village County Miami -Dade Zip 3 3 I Ca .3e 2.5 FOLIO / PARCEL # .: . Is Building Historically Designated YES NO Flood Zone Cpany Name Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No Certificate of Competency No, Contact Phone : E -mail . . Phone # 7r7-.8.779 20 Architect/Engineer's Name (if applicable) Phone # V _. x t $ °�� IJI.XJ - Si}uar ;lue Footage 4TWorte Type of Work:: []Addition DAlteration :New . Repair/Replace • ': ` [� Demolition rig rib e ' o C '1a r L C CC)4V -AC1( 'TO O 3 e * * * *** * *** ** *** **** * *** * *• .*** *** *** * *Fe ** * * *x***** aria * * ** * * * * * ********* * ** *, * * Submittal Fee $ . Permit Fee $ 75 - °L.-- CCF $ COICC $ Notary $ . TraininglEducation Fee $ Technology Fee S Scanning $ .: ` Radon $ DPBR $ Bond $ Doable Fee $ Violation date: . Structural Review: $ Total Fee:Now Due $ .' -.OJ •... Sege Reverse side --* Bonding Company's Name (if applicable) g._., ` V`° Bonding Company's Address': City State Zip: Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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; BEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done to compliance with all applicable laws regulating construction and zoning. The foregoing instrument was acknowledged before me this 0 day of 1 , 20R2, by l-� oeiL.I p.( 461414 who is personally known to me or who has produced 4_ () As identification and who did take an oath. NOTARY PUBLIC: owns/Imo, ''''>‘'_ . Sign: _. Print: = z' : •°�`'• �� q ^' �' '� ti`�� `c c.o..'" My Commission Expires i ., ,.. i ********************** * * * * * * * * * * * * * * * * * * * * * ** * ** * * * * Signature "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 WITII 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 $2504, 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 APPROVED BY (Revised 07/1 0 /07)(Revis 06/19/21)09) 1 . Plans. Examiner Engineer Sign: Print; My Commission Expires: * * * * * * * ** * * ** * * * * * ** * * * * * * * * * * ** *,vii * * * * * * * * *• - * * * * * * * *** Contractor The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Zoning Clerk checked To whom it may concern: This letter is written in hopes of contacting the original contractor, Complete Home Improvement Inc., who completed the re- roofing job on the house located in Miami Shores in specific at 262 NW 111 Terrace. The reason for writing is to inform you that there are still open permits created by this company back in 2007. As homeowners of this house, we were just informed by the city that the work completed by your firm was never finished. In specifics, your workers never went through the final stages of the inspection nor informed the city of Miami Shores that the work was completed. As owners, we are completely dissatisfied with this news and are only interested in getting the work completed and finalized to avoid additional fines and liens from being placed on the property. I have tried several times to contact you and your associates using the phone number provided on the original receipt, but is unsuccessful in my attempts, as the lines are disconnected or no longer in service. As stated prior, we are only interested in finalizing the project with the final inspection and completing the uplift test. If however this is not possible, I would like to inform you in advanced that your company will no longer continue as the original contractor, as I plan to hire another firm to complete the job. Should you have any questions or concerns regarding this matter, please feel free to contact me at 305 - 244 -4620. Thank you in advance for your consideration. Sincerely, Cl 4`7 912 I Rodrigue Delhomme i(cZN■,-) t t c�rz rim rfoil AlV Ala 11 PLACE STICKER AT TOP OF ENVELOPE TO THE RIGHT OF THE RETURN ADDRESS, FOLD AT DOTTED LINE CER TIFIED MAIL. - - - - 7009 3410 0002 3087 2440 zq 1000 73007 U.S. POSTAGE MIAMI.FL 33138 AUG 21.10 AMOUNT $510 2UNn Li) .l. /vi e y& ja 5q J.Z /V. UVf r Minis p-.1) A rx D I &, D r- 1 3007 NIXIE 731 CE 1 01 RETURN TO SENDER UNCLA MED UNABLE TO FORWARD BC: 33188332582 *0908 -01101 -21 -29 331803325 77:10072:9S00 Certified Fiber Sourcing www.sfiprogram.org SENDER: COMPLETE THIS SECTION • Complete Items 1, 2, and 3. Also complete item 4 If Restricted Delivery is desired. • Print your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the mallplece, or on the front if space permits. 1. Article Addressed to: tvfLO J- No YtYL iVisiv -R f 7 Prr-eft hi , dg. 1900 PS Form 3811, February 2004 Domestic Return Receipt „LIDEVARK WOG 4. Restricted Delivery'? (Extra Fed) 2. Article Number 7009 3410 0002 3087 2440 (Transfer from service - wen en COMPLETE THIS SECTION ON DELIVERY A. Signature 0 Agent X 0 Addressee I. B. Received by (Printed Name) C. Date of Delivery D. Is delivery address different from Item 1? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type ❑ Certified Mall 0 Registered O Insured Mall 0 Express Mall O Retum Receipt for Merchandise O C.O.D. ❑ Yes 102585.02 -M -1540 THIS ENVELOPE IS RECYCLABLE AND MADE WITH 30% POST CONSUMER CONTENT 4 r M LISPS 2009 a4lai BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) C. ha r j I ,e_ be 1 ho,v1Aiprme # Owner's Address City }a f° Tenant/Lessee Name j( A ■ tr State Job Address (where the work is being done) 4 t•—\. ,1 1 1------Calf - City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Type of Work: DAddition tt�,, Alteration Describ Wpprk: t — .;. 4 -t�`, l. - 11e 64- 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Value of Work For this Permit $ 00O Miami Shores Village ° 6 1 o 1 b1 Building Department -6 " ° ' APR 2 4X007 B 1 "L__ NO Contractor's Company Name Contractor's Address 5 l ®cy A 04-4N 4- e City Oc.k.tcAnrQ Pcr State FL DNew: • Permit No. fi F 1112) ster Permit No. Zip 33/ Phone # q54 'l'cp• 7 Co ' Ns Phone # — - 7 v 1 Zip - 35334 Qualifier Name n C r Phone # C '7 1 '7 7 71$ State Certificate or Registration No. ! QC..L t 3Z. ( 34 1 Certificate of Competency No. C /0347 Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work:3 Z Repair/Replace ❑ Demolition ***************************************F ************* ** * * * * * * ***** *** ** * ** * * **** * *** Submittal Fee $ Permit Fee $ 3 0 �✓ • CCF $ 12 —" CO /CC Notary $ Training/Education Fee $ 4e0 Technology Fee $ 1- Scanning $ 12 '' Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 355..50 See Reverse side -+ CT\ ,. i : a ) MAY .f 4 PA1P Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /� Owner or Agent The foregoing instrument was acknowledged before me this 21 day of 20 7 by r' tEtc who is personally known to me or who has produced /LOZ_ As icnti ieation and -who, did take an oath. NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) • Contractor The foregoing instrument was acknowledged before me this v/ day oft / , 2007 , b _ rt. dJ��.er who is personally knownto me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: c _ C 1./ 4 ir?d,,1"` as L am`""_ r" S' Print: r' C� � 02 /Li /2a0 t/ p My Commission Expires: y/ O 7 si(i67 Engineer Zoning • * * * * * ** Plans Examiner BUILDING NMOIEEWM.A Permit No. F - �- 07— 8t JUL 0 2 200/ R 3 PERMIT APPLICATION aster Permit No. FBC 2004 BY: IVA Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) C bIGv 14ct (0(Q /fie /l)6rnM Phone # Owner's Address . , . W // ,fi y�r C City // G m,' 546✓? 5 State F/c y i e, Zip 3 S t6g Tenant/Lessee Name Phone # Job Address (where the work is being done) r2.6oP /t/►,J /// - Term GQ, City Miami Shores Village County Miami -Dade Zip 3 /.43 FOLIO / PARCEL # (1 -0 ts( -Ofo 16 Is Building Historically Designated YES NO Contractor's Company Name &In pLeZ I jyrp 2 iprtM k2 Phone # f5 777 ` 777F Contractor's Address /6,$ 4F {'z¢ , Aypntl`e--- City 061(014x(. Pc,i4 State r' ✓tG(c) Zip "J53 Qualifier Name Z,,.* AtayP.1/ Phone # 4 tf0,- 37/ °7 State Certificate or Registration No. (',�C 15,2-6, 1 f 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: EJAddition ❑Ali Describe Work: , Pc re l S . ►� " j' \ -E-ir VI- 9 (Yk [ l� . CLZct t? r/ or -rZi 6 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** F ees * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Submittal Fee $ Notary $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 A e .P4:2 i O O Training/Education Fee $ Square / Linear Footage Of Work: o29i OC7 DPBR $ CCF $ Double Fee $ Phone # k 6- ' 1 CO /CC epair/Replace ❑ Demolition Ckr 119 3/ % Technology Fee $ Zoning $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) "1,l Q^ Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable n' 1(1 Mortgage Lender's Address City 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, PL UMBING, 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 e-,49.&, L,s4e_ /2-e-li ,y k-4-- Signature t Owner or Agent The foregoing instrument was acknowledged before me this / s14 The foregoing instrument was acknow dged before me this day of - 3 7 174../ , 20 , by Cdr. -t- I.e. Del/4-.1410-.0z- day of �+,. , 20 by -; 4 r who is ersonall known to me L0 - �r p ro- P y t �s'produced � who is personally known to me - or ,w has�rodltced As identification and who did take an oath. as identification and who - did take an oath. NOTARY PUBLIC: Sign: Sign: Print: &ll&j1b7(fjhe- )��' � rt.cce GAasPrint: u ' .i✓wt.z6 My Commission Expires: fr APPLICATION APPROVED BY: (Revised 02/08/06) 02/91/21)51 My Commission Expires: 02,J1/20C3 Plans Examiner Engineer Zoning BY: ••• nn �� CHANGE OF CONTRACTOR / ARCHITECT Permit N.le r —'' I Owner's Name (Fee Simple Title Holder): derma Je) e /hanyr,.e Owner's Address: Zlo Z Alp/ I f ! 11 1 TtVY City: M ia,w d h cr ei State : Pt-- M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Phone #: 001 7g7 3779 Zip Code: 03/6e1 Job Address (Of where work is being done): 242. 1\1((....) 1 1 - TEE - XL City: Miami Shores State: Florida Zip Code: Contractor's Company Name: OWV) Cr lCk'/ pe`hnit Phone #: Address: City: State: Zip Code: Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: h.1 Phone #: Address: City: State: Zip Code: Describe Work: t✓ 4203 1 t,,�L , p�,.►7 � 240P - I hereby certify that the work has been abandoned and /or the contractor /architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal involvement. Signature 44 ct,9 1 0 Signature owner or Agent Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this day of 't ,20Poy Qlt'Lt(cUt. Dai-Kr4Cthi day of , 20 by Who is personally known to me or who has p d ,,, who is personally known to me or who has produced ‘ � 111 1r 4�14FrPr,, .\� �� .�1e as indentification. Notary Public: _ 4'g � R Notary Public: Sign: Seal: -;'//:///"0/./ �' d .� Seal: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. r - ''TAX FOLIO NO. 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, Florida Statutes, the following information is provided in this Notice of Commencement. am; 8114.? 1 P•-•‘• MA..) 111 Tex to Q M�cm 1. Legal description of property and street/address: 2. Description of improvement: ' Q. - 'COCA 3. Owner(s) name and address: C,,r ArAC rAQ, V�oJVIgi . k(a. \\X � e �. :, c ■- 3 6� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: NO 'Z A 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differealt date is specified) (,ezhli, Signature of of Owner Print Owner's Name Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8102 Sworn to and subscribed before me this tor day of Fdpact.2CS / ErsP 1111 1 E CFN 2OO a'RO43338 7 OR Ekk 25577 Ps 247; (fps } RECORDED 04/30/2007 ii �7 13 ; 40 e 3g HARVEY R:UVIHr CLERK. OF COURT MI1 i1I -C' DE CDUNTYr FLORIDA LAST PAGE f .-C , 33k Prepared by SINAI/2.1s -dx,}ivms NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1 ! 4 1511 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: Print Notary's Name My commission expires:(' 123.01 -52 PAGE 4 8/02 kr TAX FOLIO NO. (d Z136 - 6'01 -alb 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: ►; A ; eie 3 M.) 111 Ter(' rc ,exa Mop& 2. Description of improvement: V 'COCA NC -_. .A 5. Surety: (Payment bond required by owner from contractorl 7. Persons within the state of Florida designated by Owner 0 'provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 1 111111 11111 11 11111 1111111111 1 1111 111 1 CF 2e 907RO4338 7 OR 8k 25577 Ps 2427$ (lnsi RECORDED 04/3012007 13g40:39 HARVEY RUVIhr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE _a ,. . ; r 3c5 tag 3. Owner(s) name and address: $Cwrcc(,»`4. 1J�AN bAhYv2,� actor \ X <� _. Wks, i r. 5;1,6% Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Qp p �AAt2 - 1 ., C.6 67 _ t. 3 S9 A7 'O FLOR DA, COUN rY CC DADE Name and address: I HERFRY CFtai'FS' ..�, . - Amount of bond $ 6. Lender's name and address: original f L d in th S {ti n TIV2SL,' z h r3 w,. HARVEY RUM, CL: \, ofC:u t1 may b 8. In addition to himself, Owners designates the following person(s) to receive a copy of the•Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe t date is specified) hk Signature of Owner `o � Print Owner's Name ,, i C`- � � � � '� ' Prepared by 5}^tatit/Iis ms Sworn to and subscribed before me this 2 day of ✓vf J► , Q X 7 I, ddress: Notary Publi • • • v ...v • nn 0 07174 06/19f2087 10:32 56158571 • CENTSEZ RIB • • DECK FLANGE 'd FIG A FIG FIG C FWD • r • ssW +e. ... • ABC 1313 z i i ci lri o i1 L' i) ' �� - � Lir. MGR PROISGE 6" INCHES TIC A1.7USA aSPANA SAI;Td•A Fie l l '4 1 Co . NWT zeal W6STA 1.APIF. HMALvAr1 F i t 00.1111840111 FAX t 4050 wwvi.MAX fro 41P7 • s. LOW PRQPIL8 r IIWCHRS ABC SL.F'PLY • '4'G.R . FIAT TUB - CEDAR um -RUSTIC SHARE • HAouiNDA'TU B MEDIUM PR+L3I''ILF 4" 0R.5" mums DOPSRDHG OKI= 1110:13117 YOU WANT TO AOI1E 'S RECOMMENDED T ALL MEER RO[L TILES CAPRI PAIvEMA VANQUARD EUROPA WAVE SPANISH'S t�17a.6 REGAL • VE RONA ESTATE EOM ROLL 16001/001 rtiuc al iverm 2 AND SPECEIFICATIONS LENGISTe APPROMMATB 10' L(FT): CENIER > PIG A- APPROXIMATE VS* !INTO DES: PIG A . APPROXIMATE 1 --1/2" DICK E �''•Xrs1�'1 rza c - MEDIUM PR 4" IMRE PIG D - LARGEPROPI B 6" INCITES GAUGE; 26 GAUGE GALVANIZED, VISTALLATION TIPS C71OOSB71 - 18 MO.NT' PROFILE MIGHT DEPENDING ON THE TILE BMW- FOR MORE INSTALLATDDNIXIMAII PLeA$E REFER TO YOUR LOCAL COUNTY CODES NOTE& FOR MORE INFORMATION . PLEASE CONTACP THE - EA8T COAST METALS SALES , DEPARTMENT AT 1- 800-579 -0944' GRAM L METAL- H do EUXIB MET PATENT 6,647,675 TRW INnALLATION DOSS NOT CONSTITUTE THEUSERS - OWN WORKPLACE RISE ' ASSESSMENT. WHICH 13 R QUIREu UNDER OSNA (OCCUPATIONAL SAFETY & H11ALTS ADM7NNTS TRAA11O? Pt.8A8F 11AN17L.6 WT111 CATT/T rf 333P & RIDGE MMiETAL (PATENT 6,47,675) CHANNEL METAL RECOMMENDED ' G 11110 iT E -'V-o3 IF HIGH-VELOCITY HURRICANE ZONES V .Low Statioi As it Floilda etkie.Editteti 214 • • . • • 013 Ve tally thinicane One Unifies ftptiORpgattittp.Popt • :$.0.-ofiatt**rterticittiotetaioilY • • P • • • r • • •• • • • • It - • • OLT° kikAg- 94D. kA) IAA - Tex . It/W %6/275 VOr: VW IltathatikatiihatOne4,00. -.610144.1AOTWvo.:0.0* 1 9:1 0 •4 1 :(P* 1 0 1 :01:004': W0,0* O 613 NuT5 New .Ro:of silaerOtifiti# aileeo.v.eilho: ROarr MaiiitertarldA EISYEM iN , LaWS.toi* Rood OM: 49.1P4Op.O.e1 . T0fiktsFl. (POO 1 • • •• • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • 00 • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ''..,S :• Pia r) Sketch 190 liluOtrate..04 lqv-010 and geOlons, roof - 400..i scuppers 0 V,40 1 0 , sfq,u-OPF•P'.i :Pir,.0. 4tain% .1/10110 ifitt,fiSiPTI Of St*tti:1)1S **#1 Igt)/.0p4 ..614ily Idenrf9 itines and Location:. of 1**fieto, . . , - ,. • p 1 '1 C 4• '.! .. . - 1,:i 1 • L-1 4, , I ,- -k.... -4,24,.., '1 1 .. .- - , , • L, .... -1 -1- 11114 ' l' .4. ' ..4.-t.,.L.. ,-t- -1-4, . . 141 i MOMEV'M JUL 02 20071 Aji ofr" ANCE TH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS Roof System Manufacturer. Clay Forever, tic • • Notice of Acceptance Number. 06 -0706.09 Minimum Design Wind Pressures, N Applicable (from RAS 127 or Calculations): P 1: -45 P 2: -95.1 p 3: -95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 38.7 Roof Slope: 5 Roof Mean Height: 13 Ridge Ventilation: NA Perimeter Width: NA Method of The Attachment Adhesive, Medium Paddy Polyfoam Polypro Alternate Tile Attachment Method: NA Clip Spacing for Metal Roof Panels Field: NA Perimeters: NA Comers: NA • • • •• • • • • • • • • • • • • • • • • •_ • • • • • 41111 • High Velocity Hurricane Zone Uniform Roofing Permit ApiligUion Form MIAMI -DADE COUNTY BUILDING DEPAR I'IUIEW ELEL�r'RONIc 4PPLICATION • ••• Section D (Steep Sloped Roof System) • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • •• Sloped System Description Deck Type: 5/8" Plywood Page 4 Alternate Deck Type: NA .......... _....._ Underlayment type: ASTM D -226 #30LB FELT Insulation/Fire Barrier Board: NA Optional Nailable Substrate: NA Fasteners: 1 1/4 Ring Shank W Tin Caps Cap Sheet Type/Adhesive Type: ASTM D- 63 -03 #90LB Type IV Roof Covering: ALTUSA Spanish S -Clay Tile Roof Covering Attachment Method: Polyfoam - Polypro Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 1 1/4 Ring Shank Nails Hook Strip /Cleat ga. or weight: N/A Pagel of 1 http://wwvv.miamidade.gov/building/roofing_permiting/section d 3.htm1 7/2/2007 Mean Roof Height in Feet 15 20 25 30 40 , Roof Slope l 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6 :12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • • • .• • • • ••• • • • • . • • •• •• • • • • • • • • • • • • • • • • • ••• • • • . • • • • • •. • Section E (Tile Catoulettipris) :•. :•• .'• • • • • • • For Moment based tile systems, chose either 1 2' CoArparb'the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45 x A .274 - Mg: 5.16 = mil: -17.94 NOA Mf: 38.7 P 2: -95 x A .274 - Mg: 5.16 = Mr1: -31.19 NOA Mf: 38.7 P 3: - 95 x A .274 - Mg: 5.16 = Mr1: -31.19 NOA Mf: 38.7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 28.4 Mr Required Moment Resistance* *This Table must be used In conjunction with a list of moment based the systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http: / /www.miamidade.gov/ building /roofingjermiting/section a 3.htm • • NOA Mf: 38.7 Page 1 of 1 7/2/2007 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTIQEN'I ELEZTRMIC Af3'L »ION . .. . • • • .• • • • ••• • • • • . • • •• •• • • • • • • • • • • • • • • • • • ••• • • • . • • • • • •. • Section E (Tile Catoulettipris) :•. :•• .'• • • • • • • For Moment based tile systems, chose either 1 2' CoArparb'the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45 x A .274 - Mg: 5.16 = mil: -17.94 NOA Mf: 38.7 P 2: -95 x A .274 - Mg: 5.16 = Mr1: -31.19 NOA Mf: 38.7 P 3: - 95 x A .274 - Mg: 5.16 = Mr1: -31.19 NOA Mf: 38.7 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 28.4 Mr Required Moment Resistance* *This Table must be used In conjunction with a list of moment based the systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http: / /www.miamidade.gov/ building /roofingjermiting/section a 3.htm • • NOA Mf: 38.7 Page 1 of 1 7/2/2007 • • • • • • .•• •• •• • • • •• •• • SECTION R44026.15 ; • HIGH VELOCITY HURRICANE ZONES — RJ U)cRF 1 ;MV TERS 14e)TIFICATION FOR ROOFING CONSIDERATIONS • ••• • • • • ••• • R4402.13.1 Scope. As it pertains to the section, it is the respan ibility of rooting cent!ratto; tgprovide the owner with the required roofing permit, and to explain to the owner tha content Ape set ion. TbE *visions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates tat t2e :test tiay' Dee4 Bitple?ned. • ••• • • • • •• • •• • • • • • ••• •• 1. S7 Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. C Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. CA 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 to be performed. 4. ' /' Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner /Agent's Signature Date • 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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 li : - of the r of. gnature Date MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6645 NW 77ffi Avenue Miami, FL 33166 • • ••• •• •• • • • • • • • • • • •.• • • • • •' • Fels j '.�b°rREET, sUITE 1663 • • • • FLORIDA 33130 -1563 • • ' "(305) 378' -2901 FAX (305) 375 -2908 •• • • • • • • • ••• • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • •■ • • • ••• MIAMI DADE COUNTY, FLORIDA • ME1RO BUILDING • •• ••• •• • • • • • • •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 (m 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade 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 has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 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 any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #05- 0901.06 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. *//4 NOA No.: 06- 0706.09 Expiration Date: 12/16/07 Approval Date: 10/19/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roofing Tiles Material: Clay 2. PRODUCT DESCRIPTION Manufactured by Test Am)Mc ant Dimensions Smeclfcations Altusa One Piece `S' Tile Trim Pieces Clip Clip 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing PRI Asphalt Technology, Inc. L =18V4" TAS112 W =103" y" thick nominal 3.25" high Length: vanes Width: varies varying thickness L = 6" D= 0.125" L &h = 2" W =y 0.05" thick Teak Iderrtlfier 94-083 94-084 25 -7200-1 Project No. 307025 Test #MDC -78 MTS 520649 CLF-003 -02 -01 • . • •• • • • •• • • • • • • • . • • • • • • • • •• • • • • • •. • • • •• ••• •• 1. SCOPE ' • This renews roofing system using Altusa One Piece S' t*y:RBof aSles, is :mennfactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela 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. IIlgh profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-W' TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TAS 114 Tile clip TAS 114 L Shaped tile clip • • • • • •. • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• Test Name/Reaort Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 (Quick-Drive Screws, Battens) Wind Driven Rain TAS 100 TAS 102(A) TAS 102 • • ..• • • • • • • • • • . • • •• • ... . • Product Iiimtion April 1994 May 1994 Feb. 1995 Oct. 1994 May 2000 October 2001 NOA No.: 06-0706.09 Expiration Date: 12/16/07 Approval Date: 10/19106 Page 2 of 7 Tent Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 7161 -03; Appendix III 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations . • • • •• . • • • • • • • • • • • • • • • • • • • • • •• • • Att • . • • . • TAS 102; • • • Dec.' 1991 • • . • • . • • . Wind Tunnel't`estirig Dec. 1991 TAS 108 (Nail -On) .. . . . .. ... .. Whig TppOet'T�sttng„* :. Li. 1994 TAX 108»il:011• . Tit Name/Reoort Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. sin shank nails Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25-7848-6 • • . .• • •• • .• • • • • • • • • • • • • • . •• ooth Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3.1 Fire classification is not part of this acceptance. 32 For mortar or adhesive set file 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altura One Piece S' Clay 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 NOA No.: 06-0706.09 Expiration Date: 12/16/07 Approval Date: 10 /19/06 Page 3 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Mee 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 Battens 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 Direct Deck 2 -10d Smooth or Screw Shank Nails 6.9 • 9.2 7.3 1 . #8 Screw 28.7 28.7 N/A 2 . #8 Screws 582 582 26.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nall (Eave Clip) 29.3 29.3 24.0 2 -1 Od Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 1 Screw with Altusa Clip (See cii details) Altusa "S" Tiles 1 Screw with clip (at the head of tile) 187.1 187.1 N/A Altusa °S" Me 1 Screw with clip (at the water course of tile) 35.2 35.2 N/A 1. Screw roust be installed in the inside nail hole located nearest to the hump of the tile. Table 3: Restoring Moments due to Gravity - M. (ft-lbf Tile Profile 3 °:12° or ess 4 ° :12 ° 5": 12 6 ° : 12 ° 7 ° : 12° or greater Altusa S S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 1: Average Weight (W) and Dimensions !Ix w .. • •. • • .) .4.. • • ; .••. • W ih3Y (ft) _ Tile Profile Weight -W (ibf) C1/14114 (ft)• •.. Altusa 'S' Tile 6.9 1.52 0.875 • • ••• • • O. ••• • • •. • • • • • •• •• • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • • • •.. • • • • ••• • • NOA No.: 06- 0705.09 Expiration Date: 12/16/07 Approval Date: 10/19/06 Page 4 of 7 Table 2: Aerod amic Multi .here - ' • • • • • • • Tile Profile I( ..• Batten Application 0253 : .•. :: 1.4ft3).• Direct Deck Application 0274 Musa 'S' Tile • • ••• • • O. ••• • • •. • • • • • •• •• • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • • • •.. • • • • ••• • • NOA No.: 06- 0705.09 Expiration Date: 12/16/07 Approval Date: 10/19/06 Page 4 of 7 Table 5A: Attachment Resistance Expressed as a Moment - M (ft ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Altusa 'S' Tile Polyfoam PolyProm' 66.5" Polyfoam PolyProTm 38.7 4 Large paddy placement of 63 grams of PolyProTa. 5 Medium paddy placement of 24 grams of PolyProm Table 5: Attachment Resistance Expresse:1 Foment for Two Patty Adhesive Set:Sistpms• 1? (ft -its , • •: • : .' ' ::.' Tile Tile Application • .' : Aili n um'Adachment Profile 24.50 Resistance Aitusa'S' Tile Adhesive • • • • • . 29.33. • 2 See manufactures corn • nt : L. royal for Installation - . uirements. • • 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. • • : Polyfoam Product, Inc. Average weight per patty 8 grams. • • • • • • • ••• •• Table 5B: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Altusa'S' Tile Mortar Set` 24.50 • • ••• • • • ••• •• .. • • • •• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • .•. 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 ". ALTUSA NIADE IN VENEZUELA * IDENTIFICATION MARK FOR ALMA 'S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 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. NOA No.: 06. 0706.09 Expiration Date: 12/16/07 Approval Date: 10/19/06 Page 5 of 7 PROFILE DRAWINGS. ALTUSA 'S' CLAY ROOF • CLIP DETAILS `SPANISH S' TILE BY AL MP) 2 -112' OVERLAP (COVERS PIN HOLE) •• •• ••• • • • • •• .• ' ••• • • • • • • .. • • • • • ••• • • • • • • • • . • • • • ••. • • • • ••• CUP WITH ONE (1) SCREW ATTACHED TO DECK • • • .•• •••• • • • • ••••.• • • • •.• • • • • • • • •• ••• •• • • • • • • • • • • 9 • ••• •• SCREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK NOA No.: 06-0706.09 Date: 12/16/07 Approval Date: 10/19/06 Page 6 of 7 g sp AT ° z ,� SU ST/ 1 I High Velocity Hurricane Zone Uniform Roofing Permit Application Form NAM-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Slope Shingles live BUR-RAS 150 Low slope roof area Ma) 56.3 Section A (General information) Process No. Job Address: Roof Category 0 Mechanically Fastened Tile 0 Metal PaneUShingles fl Other Roof Type 0 New Roof di/Re-Roofing 0 Recovering Page 2 htt p ://w wvv.iniamidade.gov/buildinafroofina . 0 Repair 0 IViaintenence IMIrft sr 1 1E 1 "777m APR 2 4 2007 BY: Total (ft. 1i/tartar/Adhesive Set Tile 0 Wood Shingles/Shakes Are there Gas Vent Stacks located on the roof? 0 Yes 0 No ff yes, what type? 0 Natural 0 LPGX Roof System Information Steep Sl (1t. Section B Roof Plan) l Sketch Roof Phan: o Wustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions f sections and levels, dearly Identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' It al: 7 gi .... Imp 111 111131M1111111.111111111 R 111112101211 MMENNEilliiE■Md. I • 1111111111111111 - I'm /I 11111111111111 011111111V1i531111 ,i1 FP 1 ...... Il Migin PM 111 11111111 1 Page 1 of 1 ........... High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS-111 and Chapter 16. 0 fJ 6yarr • ,boveorp • CA-P7P/ Se 3) o I irig/j2 ( 2,4F-0 I4s Page 3a Parapet Wall He" t Mean RootHeight 2*" Ft. Page 1 of 1 http://www.miamidade.govibuilding/roofmgpermiting/section 4_2.html 5/3/2007 Roof System Manufacturer. GAF Material Corporation NOA No: 03- 0501.02 System Type: E -1 Maximum Design Pressure, From the Specific NOA System: -52.5 pJ Deck type: 5/8° Plywood • These decks require a fastener putt test by an approved test laboratory Other Deck Type: N/A Deck Support Spacing: N/A Slope: 1/8 :12 Fire or Vapor Barrier. N/A Anchor/Base Sheet & No. of Ply(s): GAFGLAS #75 Anchor/Base Sheet Fastener/Bonding Material: Tin Caps Ring Shank Nails Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener/Bonding Material: N/A Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener/Bonding Material: N/A Wood Nailer: N/A Wood Nailer Fastener Type and Spacing: N/A High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section C (Low Sloped Roof System) Ril in the speclflc roof assembly components. If a component is not required, insert not applicable (N/A) In the text box. Wind Uplift Pressures, From RAS 128 or Seated Calculation: (P1) Field: -49.2 psi' (P2) Perimeters: -82.6 py (P3) Comers: - 124.3 psi Base Street(s) & No. of Ply(s): 1ply #75 Base Mec Attached Base Sheet Fastener/Bonding Material: Ring Shank Nails W Tin Caps Ply Sheet(s) & No. of Ply(s): 1 ply GAFGLAS ply4 Ply Sheet Fastener/Bonding Material: Type IV ASTM D312 - Top Ply: GAF Ruberoid 170 Mop FR Top Ply Fastening/Bonding Material: Type IV ASTM D312 Surtadng: Granule Surface Single Ply membrane: NA Single Pry Sheet Width: NA No. of Single Ply 1/2 sheets: NA Single Pay Membrane Fastening/Bonding Material: NA Drip/GS Edge Metal Size & Gauge or weight 3° face 26 ga. Drip /GS Material Type: Galvinized Metal Drip/GS Hook Strip/Cleat Metal gauge or weight N/A ; Parapet Coping Metal Size & Gauge or weight NIA Coping Material Type: N/A - Parapet Hook Strip/Cleat Metal gauge or weight N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 6 • o/c a laps & 2 rows eg 9 • o/c 2. Perimeter. 6 3. Comers: 6 room NUMBER OF FASTENERS PER INSULATION BOARD Field: NA Perimeter. NA Como: NA Fastener Fasts Type N/A Alternate Fastener. Page 3 1/2 sheet width: NA r- ° olc a laps & rows ® 6 • o / c • e/ct Iaps& ® 6 Page 1 of 1 MA`f u 6 2307 BY :_ _WY •o% http:// www. miamidade. gov/ building /roofing__permiting/section c 4 %202.htm 5/3/2007 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 5 112° Roof Mean Height 13 Ridge Ventilation: N/A Method of Tile Attachment Adhesive, Medium Paddy Polyfoam Polypro Alternate The Attachment Method: N/A Clip Spaclng for Metal Roof Panels Field: N/A Perimeters: N/A corners: N/A Perimeter Width: N/A Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 5/8" PIYWOOd Page 4 Alternate Deck Type: N/A Underlayment type: ASTM D -226 #30LB FELT Insulation/Fie Barrier Board: N/A Optional NaUable Substrate: N/A F asteners: 1 1/4 Ring Shank W Tin Tags Cap Sheet Type/Adhesive Type: ASTM D- 6380-03 #90LB TypelV Roof Covering: Santafe Clay Spanish S Roof Covering Attachment Method: Polyfoam- Polypro Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type; Galvanized Metal Drip Edge Fastener Type: 1 1/4 Ring Shank Nails Hook Strip/Cleat ga. or weight N/A Page 1 of 1 http: / /www.miamidade.gov/ building /roofing_permiting/section d 3.html 4/24/2007 Roof System Manurachhrer. Santafe Tile Corporation Notice of Acceptance Number. b - 0 12- I . 02.- Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 45 p 2: -95.1 P 3: -95.1 Maximum Design Wind Pressures, (From the PCA SpecHic system): 61.9 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Roof Slope: 5 112° Roof Mean Height 13 Ridge Ventilation: N/A Method of Tile Attachment Adhesive, Medium Paddy Polyfoam Polypro Alternate The Attachment Method: N/A Clip Spaclng for Metal Roof Panels Field: N/A Perimeters: N/A corners: N/A Perimeter Width: N/A Section D (Steep Sloped Roof System) Sloped System Description Deck Type: 5/8" PIYWOOd Page 4 Alternate Deck Type: N/A Underlayment type: ASTM D -226 #30LB FELT Insulation/Fie Barrier Board: N/A Optional NaUable Substrate: N/A F asteners: 1 1/4 Ring Shank W Tin Tags Cap Sheet Type/Adhesive Type: ASTM D- 6380-03 #90LB TypelV Roof Covering: Santafe Clay Spanish S Roof Covering Attachment Method: Polyfoam- Polypro Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type; Galvanized Metal Drip Edge Fastener Type: 1 1/4 Ring Shank Nails Hook Strip/Cleat ga. or weight N/A Page 1 of 1 http: / /www.miamidade.gov/ building /roofing_permiting/section d 3.html 4/24/2007 Mean Roof Height in Feet 15 ' 20 25 ' 30 ' 40 ' Roof Slope 1 1. .1 1 4, 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 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each sea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: -45 x A 0.297 - Mg: 5.53 = Mrt: - 18.90 NOA Mf: 61.9 P 2: - 95 x A 0.297 - Mg: 5.53 = MM: -33.75 NOA Mf: 61.9 P 3: - 95 x A 0.297 - Mg: 5.53 = Mrl: - 33.75 NOA Mf: 61.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: 28.4 Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 NOA Mf: 61.9 Page 1 of 1 http://www.miamidade.gov/building/roofing_permiting/section a 3.htm 4/24/2007 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. � Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. 1/C4 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. CZ 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 to be performed. 4. 194) Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. ,4 Ponding water: The current roof system and/or deck of the building may not g Y 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. 6. AO Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. 4 /4 Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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 e of the roof. 00,2/ -A l/ , 4 J 2 /gov7 Owner /Agent's Signature Date o ►. ctor Signature Date ROOF COVERING MATERIALS (TEVT) 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY Roofing Systems (TGFU)— Continued Top Coat (Optional): "Gacoflex UA -65" Series (various colors), applied at 1 gal /sq or "Gacoflex UA -60 ", applied at 1 -1/4 gal /sq (12 dry mils). Deck: NC Incline: 1/4 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly- foam 303", 1 in. min. Base Coat One or two applications "Gacoflex UB -64 ", 1 gal /sq/ application (12 -24 dry mils). Surfacing. "Gacoflex UA-65" Series 1 gal /sq or "Gacoflex UA -60 ", applied at 1 -1/4 gal /sq.(12 dry mils). - 19. • Deck: NC Incline: 1/4 Foam: "Poly-lso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly- foam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq/ application (16-32 dry mils). Surfacing "Gacoflex UA -65" Series (various colors), applied 1 gal /sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly- foam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal /sq/ application (16-32 dry mils). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Poly- foam 303 ", 1 In. min. Base Coat: "GacoSil S- 1000 ", applied at 1 gal /sq (10 dry mils). Surfacing. "Gacoflex S- 1000", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Indine: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gal /sq (14 dry mils). 34. Deck: NC Incline: 2 Foam: Polyfoam 251, "Polyfoam 275" or "Polyfoam 303 ", any thickness. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq. /application (16 -32 dry mils). Surfacing One application of "Gacoflex A -55 Series" (various colors), applied at 1 -1/2 gal /sq. (15 dry mils). 35. Deck: NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thick - ness. Base Coat "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat: 30/60 mesh crushed walnut shells mixed at a rate of 5 lb/gal with "Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex UB -64 ", applied at 1 -1/2 gal/sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7-8 lb/sq. Surfaci "Gacoflex U -66 ", applied at 1/2 gal /sq. GAF MATERIALS CORP 1361 ALPS RD, WAYNE NJ 07470 " RUBBROID 20" or "RUBEROID Modified Base Sheet" may be utilize alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia - Pacific "Dens- Deck®" overlayment board may be used in any existing noncombus- tible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to "Dens- Deck" in hot asphalt. "GAFGLAS Stratavent Nailable Base Sheet" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER- GUARD" insulation in any of the following systems. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 Premimum Base Sheet" ) is a suitable altemate for a G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" in the LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 169 Roofing Systems (TGFU) Continued Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks" ) may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite/rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. GAFTEMP Isotherm RA ", "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications . Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membranes may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fibe4 isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing Gravel. - 2. Deck C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC . Incline: 2 Insulation (Optional): One or more layers perlite, wood Obey glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in max. Ply Sheet Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. �li� mot: BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 1 CCP II .II k :l it li • •u ve a s !illy . 4‘ This NOA shall not Division (In Miami have this the accepted ► revoke, modify to revoke this 77 7 757 MAY 0 7 2007 • BY: ( 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 roles and regulations governing the use of construction materials. The demon submitted has been reviewed the BCCO and � � E• --� by accepted by the Building Code and Product Review Comm II. d 1 u r'rI I I „• County and other areas where allowed by the Authority Having Jurisdiction ( on date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right to assurance purposes. If this product or material fails to perform in M A I d ill incur the expense of such testing and the AHJ may immediately h £ of product or material within their jurisdiction. BORA reserves the right a ce,' if it is determined by MiiamiDade County Product Control Division that this material fails to meet the requirements of the applicable building code. $r uct or • . • • • • •••• • .• This product is approved as described herein, and has been designed to comply with the F1r �uilditig • including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufactarer's name or logq, t1. state 4• , • following statement "Miami-Dade County Product Control Approved ", unless otherwise rated herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed apd t ele has teen& 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 any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed hi advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official. This revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigers. NOA Nor: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 • • .• • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: 07320 Roofing Tiles Material: Clay Deck Type: Wood L SCOPE This revises a roofing system using Santa Fe " Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation 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 Applicant Dimensions Santaf6 `S' Clay N/A Roof Tile Trim Pieces 2.1 SUBMITTED ED EVIDENCE: Test Aaencv The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies 1= varies w = varies varying thickness Test Specifications TAS 112 One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set licati • • • • • aPP ° • • • • • T A S 112 Accessory trim, clay roof p .fpr use et • •. hips, rakes, ridges and valleg, l inations. . Manufactured for each the rale. • • • • • • •••• •••• Test Identifier 94-156 -8 94 -156 -9 25- 7205 -1 Project 07-07 -00-91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 Product Description Test NamelRepo t •: •; Date • • • •••• • • • . Ang.1'99tP • •• • ••• • •• TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails • •• • •• •. •• • • • March 1995 Sept. 1994 Dec. 1991 Dec. 1991 Sept. 1993 NOA No.: 05-0921.02 Expiration Date: 02/01/11 Approval Date: 02(02(06 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -1(ft) Width -w (ft) - Santafe `S' 6.7 1.5 0.958 Test Aaenc_v Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. 520305 -01 thru 05 2353 -4 PRI Asphalt Technologies, Inc. SFTC-003-02 -01 IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. 4. INSTALLATION Test Identifier P 0647 -01 P 0631 -01 2353 -70 2353 -71 2353 -93 Test Name/Report Date TAS 108 (Mortar Set) PA 108 (Mortar Set) Aug. 1994 July. 1994 PA 102 June 1999 Restoring Moment Aug. 1999 TAS 101 12/06/02 TAS 101 09/22103 TAS 101 09122/03 ASTM C 1167 07/18/05 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. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to pe4ppp quarterly test in accordance with TAS 112, appendix `A'. Such testing shall snbmt.tu' the Building Code Compliance Office for review. 3.4 IV1inimum underlayment shall be in compliance with the applicable Rd61W •Applications: Standards listed section 4.1 herein. .. • • •.. • 3.5 30/90 hot mopped underlayment applications may be installed Pc rpendictrlit o. the roof: Nio unless stated otherwise by the underlayment material manufacturers pubh.. 3.6 This acceptance is for wood deck applications. Minimum deck requisetioad shall }h• itt compliance with applicable building code. • • • •••• • • •••• 4.1 Santafe 'S' and its components shall be installed in strict compliance . with 1&n& Application Standard RAS 118, RAS 119 and RAS 120. • 4.2 Data For Attachment Calculations NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Tile Profile Santafe 'S' Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 12° 3 ° :12° 2 °: Battens Direct Deck 5.93 5.90 Battens Direct Deck 4 °:12° Battens Direct Deck 5.85 5.82 5.73 5.69 5 °:12° Battens Direr Deck 5.56 5.53 6 °:12° Battens Direct Deck 5.32 5.29 7 °:12° or • reater Battens Direct Deck 5.03 N/A Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems Profile Fastener Type 2 -10d Ring Shank Nauss One #8 Screw Santafe 'S' Tile Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ Clip 1. Approved screws as noted 'Product manufactured by others'. Direct Deck 21.8 29.16 3828 57.31 57.60 Battens N/A N/A N/A N/A 61.77' Santafe 'S' Santafe 'S' Table 5: Attachment Resistance Expressed as a Moment M+ (ft lbf) for Two Patty Adhesive Set Systems Tile Application • Minimum Attachment The Profile Tile Profile Tile Bond Polyfoam Polypro AH 160. 2 See manufactures component approval for installation requirements. 3 Flexlbte Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - M it- ) for Single Patty Adhesive Set Systems Tile Application Polyfoam Polypro AH 160 Poi •= P ro AH 160Te Paddy placement of 63 grams of Polypro AH 160m. 6 Paddy placement of 24 grams of Polypro AH 160TM. Resistance 38.9' a8.5 •• • •- •••• •••• • • •••• • ••• •• • • •••• • •• • • •• •• • • • MinhpurrAttachment ciesiolance •••• X .• 6109 ••• . .•• • •• Table 6: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Mortar or Adhesive Set Tile Tile Attachment Profile Application Resistance Santafe 'S' Mortar Set 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement "Miami -Dade Comity Product Control Approved". NOA No.: 05-0921.02 Expiration Date: 02/01111 Approval Date: 02/02/06 Page 4of5 • • • • • • • • • • • • • • • • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following. 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING "SANTAFF S" CLAY ROOF TILE END OF THIS ACCEPTANCE • • • • •• • .•• • NOA No.: 05.6921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 • • • • • • • • •.•• • • • • ••.• ••••• •• • • • • • • • • • • • • • • • 0000 • • • • ••• • • • • • .. IAINIFp L MAY 0 3 2007 BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION �' -- ° NOTICE OF ACCEPTANCE OA Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 Scone: This NOA is being issue The documentation sub Review Committee to be Jurisdiction (AHJ) This NOA shall not be AHJ (in areas o "pimti it ate stated below. BCC Cher d th ,, �'; The BCCO (In Miami Dade County) and/or the assurance purposes. If this product cunt ' erve the right to have this produ the expense of such testing and the r material fails to perform in the accepted manner the ma u tested for l i n c u r material within their jtuisdiction. ALT may immediately revoke, modify, manufacturer will incur that this product or material fails to :CO reserves the right to revoke this acc p e,if it is deter such product or feet the requirements of the applicable buildin g code. mined by BCCO This product is approved as desc ribed Zone of the Florida Building Code herein, and has been designed to comply with the High Veloci • • •••• • • • •• • • ••• c sage in the applicable building code negatively affecting the perfo rniance of this product. • • • • • • •••• TERMINATION of this NOA will occur alter the expiration date or if there • • • materials use, and/or manufacture of the product or been a re • dO of any • ma c a l for sales, advertising r man other e process. Misuse of this NOA as an en outdo n change in die with any sec salane any cause for purposes s� automatically to e NOA she Y nnfnate this NOA +failure to core termination and removal of NOA. • • • • • ADVERTISEIVIE • • • • orida the expiration - 'The • NOA number preceded 1... the • • • • • and be done in its entirety. .,,... • • • • • • INSPECTION: A copy of this entire N RENEWAL of this NOA shall be con sidC C:1 MIAMI -DADE COUNTY, FLORIDA MBTRO -DARE FLAGLER BUILDING 140 WEST I LAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 4908 le rules and regulations governing the use of construction materials_ n by the BCCO and accepted by the Building Code and Product ty and other areas where allowed by the Authority Having uirleatae • • • • aver a renewal application has been filed and t1 cr: ,h ty , • • as been • and shall be available for ins vA shall be provided to the user by the .__ _. D 0 pection at the job site at the request of the Bu Th NOA renews NOA No. -0521.02 and consist of pages 1 through 7 The submitted documentation was reviewed by J L, Acebo. • NOA Expiration Approval • • • • • • • • • • • .• • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyuretha SCOPE: This approves PoXypro® A11160 as manufactured of this Notice of Acceptance. For the Iocationer the Polyfoam Products, Inc. as described hi Section 2 applicable building code, does not exceed the design pt es red b Icu1 tns in mined by with Roofing A g° p�sure values obtained by calculations n y file pro rnc w et sy using Application Standard RAS 127, for use with approved flat, low, and high moment based system for single yypro (n All 160. Where the attachment calculations are done as a g patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Pr odg Dimensions — ions Test Product Descrl lion S Polypro® AH160 N/A TAS 101 Two component polyurethane foam Foampro® RTF1000 N/A adhesive Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: • Any Miami -Dade County Product Control Accepted Roof Tile Assembly having • • • g a current • • • • • list moment resistance values with the use of Pol yP ro A11160 roof th • • • tile adhesive. A'v�+hich " • PHYSICAL PROPERTIES: .... • • •. • • Pro e • • • • • • Test •• •• •• • • Results • • • NOA No.: 0 6- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 • • • • •• • • • • •• • Density _ CompresaIve Strength ASTM D 1622 1.61bs. /ft 3 • • • ASTM D 1621 18 PSI Parallel to rise '••• • Tensile Strength 12 PSI P • • • • • • Water Absorption ASTM D 1623 28 PSI Parallel to Perpendicular •• • Moisture Vapor Transmission ASTM D 2127 0.08 Lbs./Ff Dimensional Stability ASTM B 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Closed Cell Content ASTM D 2856 Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as dete by accepted ASTM test methods and are subject to normal manufacturing variation • • • EVIDENCE SUBMITTED: Testa Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identifier #94 -060 257818 -IPA 25- 7438 -3 25 -7438A 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01-6743.4)11 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Re TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ort Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 • • • • •. • • • • 11 ...• • • • 2. Polypro® AI1 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A11160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANI-STICK roof tile their tile assemblies shall test in accordance with TAS 101 with ection 10.4 as modified herein tth F' P \2 = t W MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 .• . • .•• • • • •• • ..•. • • .. • • • • • • .• • • .. .• Fire classification is not part of this acceptance_ Refer to the Prepared Roof Tile Assembly for fire. • • • • • • . • rating. .... • • .... • • .• • • •• • .. • • • • • • • I NSTALLATION: 1. Polypro 11 A11160 may be used with any roof tile assembly having a current NOA that lists u resistance values with the use of Polypro® A11160. Plrft 2. Polypro® A11160 shall be applied in compliance with the Component Application section and corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro 1 A11160 shall provide sufficient attachment resistance, expressed as an u based system, to meet or exceed the uplift resistanc det ad fi ermined in co p g Application Standards RAS 127 compliance with Miami-Dade tile assembly NOA County Roofing The adhesive attachment data is noted in the roof 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Poi Instruction and Maintenance Booklet yPro® AH160 Operating 4. Installation must be by a Factory Trained' Products, Inc. Polyfoam Qualified Applicator' approved and licensed by Polyfoam g jurisdiction. having Yf °am Products Inc. shall supply a list of approved applicators to the authority 5. Calibration of the Foampro® dispensing equipment is The mix ratio between the "A" component and the "B" component before application of any adhesive. 1.15 (A): 1.0 (B). The dispense timer. shat be set to deliver 0.0175 0.0175 shall .15 ouunds er between 1.0- determined at calibration. No outer settings shall be a P per tile as 6. Polypro® A11160 shall be pproved. equipment only, applied with Foampro RTFlpOp or ProPack® 30 & 100 dispensing 7. Polypro® A11160 shall not be exposed permanendy to 8. Tiles must be adhered in freshly applied adhesive. Tile must set within 2 to 3 minutes after •. Polypro® A11160 has been dispensed. 9. Polypro® A11160 placement and minimum aft • • . Details' herein. Each generic tile profile require the specific plain accordance with �a ll�cemer h • cement noted herein • • • Flat, Low, Hi , I Profiles High Profile (2 Piece Barrel) Flat, Low, Hi: Profiles Flat, Low, High Profiles LABELING: Table 1: Adhesive Placement For Each Generic Tile Profile Placement Single Paddy Detail Weight Min. ams #1 35 #1 I7/side on cap and 34/ an Tile Profile #2 # 3 24 N Ar N/A 8 • •••• • • •••• Two Paddy 3116j per pad$t i fln. ams • N/A • • • All Polypro 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 Eaplradon Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • •••• • • •••• • • • • • •• • • • ••• • • • ••• • •• •• • • • • • • • • • • • .' • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Ne9lhrough plastic me j Untamed Paddy f a6rTie) Rd through plastic rwied Pimaaoug►r adhesive loachieve 9i to 29 sus lathes in WM° pan Ida *wig " aP Nall /4816 nl To hi Rispbaasn. Piece adhesAm NI la. Deo bald gm Se. edge OT � Undalayment R dmare Ahut to camel Mee. &sure are end at Eh No Ears closure Oster sham) W.aphsb Fascia PottPIE 1Tim • •••• • • Pte_ •r • • • • • NigHadbai •• erase •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 •••• • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • . •• • • • • •••• • • •• •• • ..• • • • •• • • •••• • •. •• • • • • • •• •• • • • • • • •••• • • • • •••• • • • •• • ••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • • • • • • • • • • • • • • Nall through plasgc cement 8 p :, under file Nall through plastic cement "ht. 1 3 3n. pa on War- ayment Single t l on top of tie 86�p18 paddy under the ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between Paddy (under tile) Nail through plastic cement Ondsdayment 1 e te+` x 31n. Singh 81n. paddy on under- laym•nt ShIllla lady on top of file Ears Curse END OF THIS ACCEPTANCE Single paddy under Me Single paddy between t8e 21n. x medium' elle paddy eare course only • • • • •• • • •••• • • •••• • • •• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7of7 •••• •. ••• • • • •• • • •••• • • •••• • • • • • •• •• • • • • • • •••• • • • • •••• • • • •• • ••• • • • • • • • • • • • • • • • 1 M1AMIO DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being The documentation s Review Committee to Jurisdiction (AHJ). e mAY 0 3 2007 BY: -- f materials, use, and/or manufacture of the product or process. Manse of this NOA as an product, for sales, advertising or any other purposes shall automatically terminate this NOA. with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Nfiami Dade County, Fl the expiration date may be displayed in advertising literature. If any portion of the NOA is be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the and shall be available for inspection at the job site at the request of the Building OfficiaL This NOA renews NOA #02-0405.10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 e rules and regulations governing the use of construction materials. wed by the BCCO and accepted by the Building Code and Product County and other areas where allowed by the Authority Having This NOA shall not • : 1 e . lion date stated below. The lvliamiDade County Product Control Division (In Miami s : �' a 6 aY 51 ) d/oar ' 1 AH7 (m area other than Miami Dade County) reserve the right to have this product or _' for quality assurance purposes. If this product or material fails to perfurm 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. BORA reserves the right to revoke this acceptance, if it is determined by 1Vliami Dade 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 has been designed to comply with the l glaahlocity ... cane Zone of the Florida Building Code. • DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. . •• . .... .... . • • ••••• •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo city, state anti . • • following statement "Nfiami Dade County Product Control Approved ", unless otherwise tinted herein, • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed aid' '' has been no change in the applicable building code negatively affecting the performance of this product. • • •••• • • Rap • . . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or c , 1 • hi the NO ' i _`I Approval l ate: tvziluS Page 1 of 32 • • • • • • ■)1 ,' ■11■i91 IIK91 f3. 1 r , 1 , u z - o and 11: s la med 1 D - i rn _ No:r Date: 0 T '11 , • I 1191 ?. 0 m 0 0 then 1 () 0 m 1 it 0 0 0 m ROOFING SYSTEM APPROVAL Category: Roofing Sub- Category: SBS/APP, Modified Bitumen Deck Tyne: Wood Maximum Design Pressure -75 psf Fire Classification: See General Limitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixT's 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (Mal rixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrixni System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS®14Jneral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dbnensions 5, 55 gallons 601b. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 3937" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 3937" (1 meter) Wide Test Proms Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral.Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum:coatiing. ASTM D 3019 ASTM D 3409 ASTM D 4.601 ASTM D4601 ASTM, D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 .. • • • • .... •.•. • • • . • • • .•.. •..• • • • • Refined .... • •..• asphalt blpnded.with • a 9iiner .l • • stabilizer and fibeism'Pei its adhesion to wet and dry =fame • • • •••• Asphalt impregnated, diej coateA ill; mat base sheet Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with feral granules. Fiberglass base sheet coated on both sides with asphalt Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. • • NOA No: 03-0501.02 Expiration Date: 11/06/00 Approval Date:10/23003 Page 2 of 32 • .• • .• • • • • • Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat Welam Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat WeldTM 170 FR RUBEROID® SBS Heat - We1dTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - We1dTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37 ") wide. 1 meter (39.37") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37 ") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type IL UL Type G2 BUR ASTM D 3019 Type M ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D5147 ASTM D 6222 ASTM D 5147 Prod Description Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non-Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber rginfoocei SB ... • modified base sheet • • • • : . • • • • • • • Fiber reinforced, rubAdhesive• •••• •••• • • • • Non-Woven Polyester'noat'coated wn"tfi• polymer modified asps gad sma gtj? .: surfaced. • Non -woven polyeste:maa cited with . polymer modified ash sod surfa' with mineral granules!' • • • • • Non-woven polyester mat coated with • • polymer- modified asphalt and smooth surfaced. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non-Woven polyester mat coated with fire retardant polymer modified asphalt and =faced with mineral granules. Heavy duty, �pol�y� ester reinforced, asphalt Uit membrane, smooth surface. NOA No: 03-0501.02 Expiration Date: 11!06/08 Approval! Dates 10/23/03 Page 3 of 32 Membrane Type: Deck Type 1: Deck Description: System Type E (1) All General and Sys Base sheet: Fastening Options: Ply Sheet: SBS /SBS Cold Ap Wood, Non: 19 /32" or greater pl Base sheet mechani tem Limitations sh GAFGLAS #80 Ul Nailable, RUBERO Heat- Weldmx Smoo fastened to deck as GAFGLAS® Ply of above Base s tin caps at a fasten o.c. in the field. (Maximum Design GAFGLAS® Ply 4 of above Base shee Screws and 3" P1 rows are equally sp (Maximum Design GAFGLAS Flex P1 attached to deck • or wood plank decks ally fastened to roof deck apply. 'M Base Sheet, STRATAVENT® Eliminator Perforated Modified Base Sheet, RUBEROID® 20, RUBEROID SBS or RUBEROID SBS Heat-Weld 25 base sheet mechanically cribed below; , GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any attached to deck with approved annular ring shank nails and spacing of 9" o.c. at the lap staggered and in two rows 12" assure —45 psf, See General limitation #7) , GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any attached to deck with Drill Tec (GAFTITL) #12 or #14 12" o.c. in 3 rows. One row is in the 2" side lap. The other approximately 12" o.c. in the field of the sheet ssure —45 psf, See General Limitation #7) 6, GAFGLAS #75 Base Sheet or any oe•B • • .... • spacing of 9" o.c. at the 4� staggered annular ring shank nails and tin. a s " t a fa& (Maximum p ing of lap ggered and in two rows 9" o.aaa tke field. • Design ' ensure —52.5 psf See General Lin lith •. o¢ •••••• #75 B ; - Sheet or any of above Base sheets attachedto'8eck with • • • • Drill -Tec (G ' #12 or #14 Screws and 3" row is in the 2" side lap. The other rows are Plates, 12" o. • ns�4 rows.:.; in the field of the . : Y a�tely 9 o.c, (Madman Design Pressure -�60 psf, See t;neral • • • • Limit n , sheets sh above of Any ab Base ee •••• A y inverted ablerBase ee attached to deck approved annular rin •shank nails' and : 3" the 4" AFTITE) insulation plates at a fastener spacing of 9" o.c 60 psf, See Gene lap in two rows 9" in the field. (Maxinuun Dew Pressure Limitation #7) GAFGLAS #75 B Sheet or any of above Base .sheets attached to deck with Drill -Tec (G ) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" Si' lap. The other rows are equally spaced approximately 9" o.c. in the field of the s . - t. (Maximum Design Pressure —75 psf, See General n #7) (Optional) One or plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6, GAFGLAS #80, R 'i : EROID MOP Smooth or RUBEROID 20 sheet adhered in a full 40 lb m opping of a oved asphalt applied within the EVT range and at a rate of 20- NOA No: 03- 0301.02 Expiration Date: 11/06!08 Approval Date:10123/03 Page 26 of 32 Membrane: Surfacing: One or more plies o Ruberoid® Mop Ruberoid® 30 or R U1traCladTm SBS in the EVT range and Or, One or more plies o RUBEROID® Mop RUBEROID® 30, U1traCladTT SBS in rate of 1 -2 gal./sq. (Optional, required membrane) Install o 1. Gravel or slag of proved asp 2. GAF GLAS application rate 3. GAF Weather gal /sq. 4 . Top Coat® ga1./sq. RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, � .ule, Ruberoid® Mop Plus Granule, Ruberoid® 20, roid® 30 FR or Ruberoid® Mop FR or RUBEROID ered in a full mopping of approved asphalt applied within a rate of 20-40 lbs./sq. RUBEROID MOP Smooth, RUBEROID® Mop Granule, 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, EROID® 30 FR or RUBEROID® Mop FR or RUBEROID UBEROID Modified Bitumen Adhesive at an application RUBEROID MOP Smooth or RUBEROID 20 is top of the following: lied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat t at 60 lb./sq. eral Surfaced Cap Sheet in an approved asphalt at an of 251b sq. ± 15 %. tee MB+(Matrix 715 MB Coating), Applied at 1 to 1.5 Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 • • . • • .. • • • • .... . .. • • • • • • .. • • .. • • • • • • • .. • • • ... .... • • .. ... • • . NOA No 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 27 of 32 ' m 1 Membrane Type: Deck Type 1: Deck Description: System Type E-2: All General and Sy sheet Ply Sheet: Membrane: Maximum Pressure: Design M� m mu Slope: SBS Wood, Non -insul 19 / 32 " or greater p1 RUBEROID® Til ystem imitations GAFGLA,S ®#80 Modified Base S lap: Base sheet may approved annular 2" side lap, and two (Optional) One, or sheet, GAFGLAS adhered in a full a rate of 20-40 lbsJ One ply RUBERO Heat- WeldTM Gran Modified Cap or T' right angle (90°) to asphalt applied wi shall be backnailed accordance to appli * Membrane ma If membrane is Refer to tile manuf; Must Comply with and applicable Buis 11 • or wood plank e .. iayment, Base Sheet mechanically attached. shaft apply. tin,aTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate applied with a minimum 2" side Hp and a minimum 6"end applied at a right angle (90°) to the slope of the deck with shank nails and tin caps at a fastener spacing of 6" o.c. at the 12" o.c. staggered rows along the center of the sheet. 0 plies �GAFGLAS PLY 40 Ply, GAFGLAS FICXPIyTM 6 RUBEROID MOP Smooth or RUBEROID® 20 •„ g of approved asphalt applied within the EVT range and at MOP, RUBEROID® MOP PLUS, RUBEROID® SBS e, RUBEROID®. SBS Heat WeldTd PLUS, Tile-Mate e-Mate Modified Cap Plus, membrane may be applied ado.. di, slope of the deck* adhered in a full mepp; o f Typt;•Fif the EVT range and at a rate of 20-40 1bs • • deck with approved annular ring g• j tin 1e Buaildin g shank'it'�d tin cads in . 8 Code. No nails or tin eXPo � I� GPs ;b,e 6ed. • • • • s be metalled parallel to the slope of the sn ¢ie, then anchor sheet and ply in t. P Y sheet music mistrbe strapped' • • • • • •••• s NOA. • • • a oofing,Application Standard RAS 118, RAS 119, RAS 12d' Code. NOA No: 030501,02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 30 of 32 • • Membrane Type: SBS Cold Appli Deck Type 1: Wood, Non- insula Deck Description: 19/32" or greater plyw System Type E-3: RUBEROID® Tile All General and System Limitations Anchor sheet: GAFGLAS® GAF or Tile Mate Modifi minimum 6"end lap of the deck with spacing of' 6" o.c. at center of the sheet. One ply RUBERO Cap or Tile -Mate M (90°) to the slope of 102 at a rate of 1 -2 annular ring shank nails or tin caps insta ina t; l.� Membrane: Maximum Design Pressure: Refer to tile man Maximum Slope: Must Comply with and applicable Buil * Membrane may al If membrane is stra for mechanically fastened tile systems only. or wood plank nderlayment, Base Sheet mechanically attached. apply. #80 UltimaTM Base Sheet, RUBEROID® 20 base sheet Base Sheet applied with a minimum 2" side lap and a Base sheet may be applied at a right angle (90°) to the slope oved annular ring shank nails and tin caps at a fastener 2" side lap, and two 12" o.c. staggered rows along the MOP, RUBEROID® MOP PLUS, Tile -Mate Modified ed Cap Plus, membrane may be applied at a right angle deck* adhered with Ruberoid Adhesive or Matrix Select sq. Membrane shall be back nailed to deck with approved and tin caps at a maximum fastener spacing of 6" o.c. No be exposed. Allow 72 hour cure prior to loading and •••• • • • •••• o be installed parallel to the slope of lie toof (Le. Oa ,g). • then anchor sheet and ply sheet milt Uso be strap. s NOA. • • • • • oofing Application Standard RAS 118, • • • • Code. • • • • • • • • •••• • • • • •• • • • • • ••• • • • •••• ••• • 0 • NOA No: 03- 050L02 Expiration Date: 11/06/88 Approval Date:10/23 /03 Page 31 of 32