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1005 NE 91 Terr (4)c•I•v•i•i EN•GI•N•EER T and S Roofing System 7485 Northwest 8 Street Miami, Florida 33126 Project: Dear Sirs; LG ENGINEERING SERVICES, INC. . Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 Fax: (305) 541 -3298 TILE UPLIFT TEST Residential Home 1005 Northeast 91 Terrace Miami, Florida Information provided by client: Permit Number: BP05950 Date Completion: September 14, 2005 Roofing Contractor: T and S Roofing System LG Engineering Services, Inc. Project Number: LGO5 -2552 (Testing Laboratory Certificate #00- 0224.07) September 22, 2005 In accordance with your request and authorization, a representative of LG Engineering Services, Inc. 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 30 feet above ground surface. The type of tile used for this project was reported to be Altusa Volcan Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for yourreview. Miami Shores Village Building Department BUILDING CRITIQUE SHEET yceA.t_ h__ - PA4,k;ceecg T " weeio-62 /0- Atailerr-s Adis_ / / v Permit No. Job Name 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 LG Engineering Services, Inc. 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; LG Engineering Services, Inc. amad Sonny Salleh, P.E. Project Manager TILE UPLIFT TEST Residential Home 1005 Northeast 91 Terrace Miami, Florida Test Number Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Report of TILE UPLIFT TEST for Residential Home 1005 Northeast 91 Terrace Miami, Florida Project Number: LG05 -2552 LG Engineering Services, Inc. —7 Test Result -- Project Number: LGO.i -25 2,�Page Z Test Number Test Load (lbf) Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LG Engineering Services, Inc. -- Tile Uplift Test Result -- Project Number: LG05- 2552, Page 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOSH 51' + + + + + + + + + + + + + + ++ + + + + + + ++ + + + + + + + + + + + + + + + n' APFIOX. POOF 151 LOCA110N5 AMP PIMEN510N5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PERMIT APPLICATION 7 FOR MIAMI SHORES VILLAGE Date 1 3/2 $771 Job Address 7 Sr Tr /< , /� r, Tax Folio Legal Description Historically Designated: !Yes No �/ Owner/Lessee / Tenant /� c/ d Master Permit # 3 CI Lf5 Owner's Address l ��J E 7/ 77 / 7 r r ce /1/9 Phone 3Of:- 75Y—.5 Contracting Co. i CSAIA 1 - 6Q. Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address _ Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN WORK DESCRIPTION r C/ /fir ✓ /L r /. -� •f/� � , us �` /l d a i R 00 F ?o ././ /f z r/- Square Ft. Estimated Cost (value) 50 ©� * WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature f o er and/or Condo Pre e Date Signature of Contractor or Owner- Builder Date ())7, Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: „ • ; My Commission Expires: 00 FEES: PERMIT L iV , RADON � 0 NOTARY 3 � TOTAL DUE 4 � � C.C.F. APPROVED: Zoning Building ) le7 Electrical Mechanical Plumbing Engineering APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statci.it•nr u► roe plans and specifications herewith submitted for the build ire or other structure herein described. This application Is made in compliance and conformity with the Building Ordinance of ?sham{ Shores Vili.igc I lorid.►, and all provisions of the Laws o(the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Divisinn of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address 11k. 2. 8. Bondy Registered Architect and /or Engineer Name and address of licensed contractor 0benvua 'Poo Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done /005 N . ivision. 91 h..t. Joust.. y g emvve ex.c�.Wi9. 2200 � -uz- ' 't.ep e uic" i w ate Slat 4 it o L e J and o nbuil p yea � ancd 4 1' . 6ui,Lt �p ail!.'. .._..._... d _ le ha,Ct. an ve.L on �ect.cvn. STATE OF FLORIDA, COUNTY OF DADE. SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Permit No R. / f S .. Date Disapproved bate (Signed) Co. 7357/V. tU. cams _....._...._..._.._.._ and for no ether purpose. New Building Remodeling Addition Repairs; X No. of. Stories To be constructed of Kind fi Iny�pd Mn 2�oc��:overin UU Estimated Total cost of improvements $ Amount of Permit S. Zone cubage required Plan Cubage Distance .to next nearest building. Size of Building Lot Maximum live load•to be borne by cacti floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The undersi applicant for this building permit dots hereby certify that he understands and accepts his obligations as an ►•mployer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida, Pennant•nt Supplement, and h.0 complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be peyformed under this permit, as are licensed by Miami Shores Village. Rem,►rks..._..... (Signed).. Before me, the undersigned authority, a notary public, duly authorized to odminister oaths and take acknowledgments, personally ap- peared and who. being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Read, Sworn to and Subscribed before me. Notary Public, State of Florida uilding Inspector My Commission Expires PLANNING BOARD DATE Chainnan Member NovembeA /7 No/005 «str«t N. e. 914:t .7eAA. La. 33/5 to me well known, MIcrrsber Member M ember .. .. 2222 Member __.._._........ ».. _22_22... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be mode for making corrections or changes to this application after approval has been obtained from the I'I, nnin;; Board. A re.inspcctiun fee of $1.00 will be charged when such re-inspection is made necessary by improper notice for insper:tinn or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby uinde for the approval of the detailed statc,,,cnr or me plans and specifications herewith submitted for the build • ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of lire Laws of the State of Florida', all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date..._ ..._...._._... Owner's Name and Address ........ h-e• . :... _ .. No. ..f aii.D.... Street_._.. Cre1 Registered Architect and/or Engineer .,:.. .,, ... .,.•.,...,�. :..,.<...,.,...� . -,,.. Name and address of licensed contractor qc,VsaLL-- (:.. ?L.�.1. f i. -__.._( 0 � � .._ ...__ Location and legal description of lot to be built on: Lot Block Subdivision I CAS ki c-:. °I t Terr Street and Number where work is to be done State work to Date Building Inspector e and purpose of building (by floors) _ ...._ Member / and for no other purpose. New Building Remodeling Addition' Repairs To be constructed of Kind of foundation.,, Roof Covering Estimated Total cost of improvements $ S. .mount of Permit $. Zone cubage required . ........... _.._...Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to. The unricrsigncd applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of Labor under the Florida Workmen's Compensation Act, being Section 59G6, Compiled General Laws of Florida, Permanent Supplement. and has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employe by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under pennit, as are licensed by Miami Shores Village. Remarks (Signet No. oLS.tories STATE OF FLORIDA, COUNTY OF DADE. i ss. Before me, the undersigned authority, a notary public, duly authorized to .administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. �t Permit No.. X. Date Q / 1k Read, Sworn to and Subscribed before me. Disapproved (Signed) Notary Public, State of Florida My Commission Expires _ PLANNING BOARD DATE Chairman Member \Icrr,ber Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the I'L'nnir.g Board. A rc•impection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING r Permit No. t 6 "9 5) PERMIT APPLICATION ► I I 1 Master Permit No. FBC 2001 . Permit Type (circle): Building Elect Plumbing Mechanical ( (Roofing Owner's Name (Fee Simple Titleholder) /4/14 Fe ✓KA1/16te2 Phone # Owner's Address LOO' I je-- 6 1 ( Tt'0 --2 City ILVu vµ+ S State - 1_- Zip : 53 ("j Tenant/Lessee Name Phone # Job Address (where the work is being done) i 06'S iu 6 I Tell_ L City Miami Shores Village County Miami -Dade Zip 3313 } Is Building Historically Designated YES NO Contractor's Company Name ? • Qo i - cj civ Phone # ' — 2-GS — 2G S Contractor's Address - 7 , t 6 .3 tow 6 '5 f City Vkik i'1v,, State F.— Zip 3 3 (ZG Qualifier 1 ---t-) V ►S k. _ 1 O State Certificate or Registration No. Z (00 32— Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: EAddition Describe Work: Submittal Fee $ 'I, odo ❑Alteration ['New * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 3O () • 1-1 . CCF $ 5 . 40 CO /CC Notary 5 Training /Education Fee 5 1. e0 Technology Fee $ - 1. 5 Scanning $ 3.0 Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ 3) l 70 (Continued on opposite side) Structural Plan Review. $ Square Footage Of Work: Repair /Replace ❑ Demolition 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. Signatur Owner or Agent The foregoing instrument was acknowledged before me his Z. / The foregoing instrument was acknowledged fore me this 2- day o &.T7t V L .. /-- 1 i.,- , ..I • - / • , • •! 17,2007 1 ,u "./2_ Louis torg. v p s produced who did take an oath. ,; .4, Commission # u •= CommiAlq I QQ - {�g5 y 1 a o who did take an oath. ' a; f; P' By National NotaryAssn. NOT'AIZ'r rvinL1! . NOTARY BLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ********************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ` APPLICATION APPROVED BY: 6 6 J Plans Examiner Engineer Zoning Chc 05/13/03 Miami Shores Village 10050 NE 2nd Avenue Building Permit Phone: 305- 795 -2204 Permit Number: BP2005 -950 Printed: 7/12/2005 Page 1 of 1 Applicant: ANGELINE FERNANDEZ Owner: FERNANDEZ ANGELINE JOB ADDRESS: 1005 NE 91 TERR Contractor T & S ROOFING SYSTEMS INC. Contractor's Address: 7483 NW 8 ST Local Phone: 305/265 -2654 Parcel # 1132050010010 Legal Description: 5 53 42 WATERSEDGE PB 9 -141 LOT 1 & W37.5FT OF LOT 2 BLK 1 LOT SIZE Fees: Description Amount FEE2005 -9462 Building Fee $300.00 FEE2005 -9463 CCF $5.40 FEE2005 -9464 Training and Education Fee $1.80 FEE2005 -9465 Technology Fee $7.50 FEE2005 -9466 Scanning Fee $3.00 Total tees: $317.70 Permit Status: APPROVED Permit Expiration: 12/24/2005 Construction Value: $9,000.00 Work: TILE FLAT ROOF Signed: (INSPECTOR) Total Fees: $317.70 Total Receipts: $0.00 JUL 15 PAID max.rIE In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT • A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. li - 320C -CO1 - cot() 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. 1. Legal description of property and street/address: 2. Description of improvement: �X-e. lam �oJ1 4. Contractor's name and address: Notary Public Print Notary's N My commission expir 123 01.52 PAGE 4 10 /04 2 /2•d 2L689SLS02 : 01 it00c %,QG ct l 1` 6-12-fL- tci 7k3 i ` 8 3. Owner(s) name and address: ,\ to - _ C vutd e z ( nuS N qt tAAIq L 3-st38 Sworn to and subscribed before me this -�L day of ..37-1'14 Prepared by OM E. TOLEDO e� - Nola v Public - Stole of Florida N 11111111 CFN 200!R0691099 OR Bk 23537 Ps 3413; (1Pe) RECORDED 07/05/2005 13:27:50 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE interest in property: bw Name and address of fee simple titleholder: 5. Surety: (Payment bond required by owner from contraFisy niylor„DA, coe; : n► f;t,r. . \ Name and address: > r: C.: ?7:r is cr ,�,' . i • 47... "f ° ar c\ Amount of bond $ :0 In 6. Lender's name and address: ": SS rry i� .R•; , ; iii► 1 1 1 ! N ;- `,b•L. ( R„'. _ 7. Persons within the state of Florida designated by Owner upon whom notiC - .. z provided by Section 713 .13(1)(8)7., Florida Statutes, other documents may be served as Name and address: 8. in addition to himself, Owners designates the following in Section 713.13(1)(b), Florida Statutes. person(s) to receive a co Name and address: PY of the Lienor's Notice as provided 9. Expiration date of this Notice of Commencement: different date is specified) (the ( expiration date is 1 year from the date of record' gnature of �n9 unless a Owner IN Print Owner's Name S892S92S02 SN 31S1,S 9NId00Z1 S'81 :WM1d 12 :22 S002- t'ti -1nf 3052652685 JUL -14 -2005 23:19 FROM:T &S ROOFING SYSTEMS 3052652685 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1( 37o5 `co` —Cot 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. 1. Legal description of property and street/address: 2. Description of improvement: T 3. Owner(s) name and address: t` I4 4<<ht. C f / vutt ez ( bus NE ': t Tec-tt, Interest in property: bwv-t-✓ Name and address of fee simple titleholder: 4. Contractor's name and address: QoeNv"c ��' ✓u J 5. Surety: (Payment bond required by owner from contragigl;df,inKop.DA, C9t;, C F rl,rr Name and address: Amount of bond $ 6. Lender's name and address: VW% 11 it MUM 7. Persons within the state of Florida designated by Owner upon whom notic- other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: • OM E. TOLEDO • Notary Public :::wd Nola y Public . Stole or Florida Print Notary's N V- My commission expir- Bonded By National NotaryAssn. 123 01 -52 PAGE 4 10/04 coo u'J ct ( 1 i, .tcl ? t'a $ rl,E sS fry ii e tt,.it.l'PtI'71 ignature of Owner C� 1 Print Owner's Name Atcle..vi �� r �6.v^d e � - Sworn to and subscribed before me this Z/ day of 3 '`"( , 20tH . T0:3057568972 P.1/1 CFN 2005R0691099 OR Bk 23537 P9 3413; (109) RECORDED 07 /175 /2005 13:27:511 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE IAN t g Pt _ 3 7g123 uu) a . st AI`A I Pc-- 33 C2-(0 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 different date is specified) Prepared Address: 111111111111111111111111111111111111111111111 by f` 1W3 NNW g s1 gu /.f ,` FC 33121 Master Pe-it N. Contractor's N-2.7'te Job Ara L=.4 New Ro-of Low Slope Roof Area (SF) Florlda Building 1.;e Edition 2002 V e k x : A t y HurK:are Z a n e Ur3; Perraft Axiiication Fa Section A (General informationl 05'" ge) Process No.. c\f Cte W /O ROOF CATgGORY L.ow Sie Me-chanically Fastened Tile U Apraith 0 Metal PaneLiShingqes Shingles ROOF TYPE Cp _e-Roofino 0 Recovering Steep Sloped Roof Arer.: (.59 - 6.4 PresciipLive BUFALtS iO ROOF SYSTEM INFORMA70N al Set Tile Wo-od Shingles/Shakes Are there (les Vent Ste, Yes 0 Nv Type: Natural 0 u Repair Total (SF) 1T 0 Maintenance / • . ,SaCtiOri R (Roof Pla] Sketch Roof Plan: illustrate ell levels and sections roof dralns scuppers overflow scuppers and ovedlow drains. include dimensions of secdons and levels clearly identify dimensions of elevated pressure zones and lc-cation o parapets. 14::::::_i_:;:iii:::,:1 ,::,,:,,,,: •• '' :,„ ;i .' 1 17 :„ 71-77-71 !;;; - 7 7 :Hi,.., - ( - 7 --- :. -- ; - 7--i--144-;'•:''' _L..1 1 " : • : . i I 1 ; ; f i : ! ; . ; : . , : ! ; : 1 ; I , i , , i , . : II 1 , ..1 - 7! ; ; ; ! : ? i 1 i ; : , ; : ; ! ; kJ i 1 :77i im ; I : : .. ! : i.--i-- " ' R f !_i_l_: ! I : : i ! 17 i !: i m i ;1 I ! i i i i i i t 1;■ , . ■ 177- rt. - 7t - T - ', - , - It -- , - , -- -:--t---i-- 1 - i --4-1-- ; 1 . ii;; 1 !;;!;; 4 11•ii! , ;;i77111!;HI:ifil ;. ,!•- '. : ._,_ . --j--. ',. ; = , - , 1--b---1 , 1 j_i ..13131,m,,c•,3,• . ,.. ... .. Hi il : : 3 - - . —7-7— • ; . --"—; : —; —7— , • ; f ; j, ,';!:.1:,'-1.■1!li:H.1':i_i SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility 'b:lity of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of C�haoter 15 oI the Florida Building Code, Building govern the minimum requirements and - c td standard's Of the industry for roofing system installations. Additionally, the following items should be add!cscd as part of the adjacent box indicate o agreement bet'.•leeni the owner and the Contractor, The owner's initial in the an explained. s that the item has been k4 1. Aesthetics - Workmanship: T_h workmanship provisions of Chapter 1_ , • Zone) are �Or the pllrpose OI providing that the ? (High Veloei � Hurricane P g t the rooting system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a _ ) i r consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance that are gr the e not part Of a zoning Code, should be addressed as part of a between IP_e 0wner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing reMSailed in accordance with the current provisions of Chapter 16 (High Velocity ,r,ricane Zo s) ]he ave be Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). • I, 3. Common Roofs: Coimrnon roofs are these which have no visible delineation between g 1.1 its (i.e. townhouses, condominiums, etc.). In buildings with common roo�s the tr ne ing r , t h rootin contractoor r a an nd/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner May wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 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 build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided, It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing, 7, Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building. itself), The existing amount of attic ventilation shall not be roof. reduced. It may be beneficial to consider additional venting which can result in extending the service life of the Owner's /Agent's Signature 6 /7-3 105 Date ctor's Signature Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer: CC5--Sk3 .01 1 . 0 V NOA No.: Deck: Type: NW:C52) Gauge/Thickness: 3/6 Insulation Base Layer: Base Insulation Size and Thickness: WA Base Insulation Fastener/Bonding Material: Top Insulation Layer: A)./A. Top Insulation Size and Thickness: Ai /A. Top Insulation Fastener/Bonding Material: Alm Base Sheet(s) & No. of Ply(s): N/A, Base Sheet Fastener/Bondihg Material: I Q j Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) _Design Wind Pressures, From RAS 128 or Calculations: • Pmax1:4,-2Pmax222-.4. Pmax3"!...1g47. Max. Design Pressure, From the Specific NOA System: — 52 -S • Slope: Anchor/Base Sheet & No. of Ply(s):GAN GliaST 13ASE Anchor/Base Sheet FastenerMonding Material: \1/11.V— /JAI 1 1 15/F Ti,a c-los A PIy Sheet(s) & No. orPly(s): " PIy Sheet Fastener/BoDding NTLA. -poo To Ply: CAC di4(i) Top PIy Fastener/ Bonding Material: kZ' Surfacing: N Fastener Spacing for Anchor/Base Sheet Attachment Field: 12 oc © Lap, # Rows 2- @ 7 " oc Perimeter: oc @ Lap, # Rows @ " oc A Corner: `1 " oc @ Lap, # Rows 6 @_20c Number of Fasteners Per Insulation Board Field 1J/A Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, 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. tlia (4pr.s ,03 .. O CI -'' 9 c k ---? (/- f/ 1 4 \ '' r I\ ,krvAv ti 1 P • ' v `■ lick 4\v' yFT. Parapet Heiaht Mean Roof Height Roof System Manufacturer: 1.1V>,i • l i 1 f L vnl ct J Notice of Acceptance Number: 0\ -CR 22■ - 01 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 5-tZ P2: 24, 62 P3: 24 - 4 , Maximum Design Pressure �7 (From the NOA Specific System): cal Q , Method of tile attachment: , , t ; Roof Slope: 1 : 12 Deck Type: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description ype Underlayment: Ridge Ventilation? NI f Mean Roof Height: 4- nsulation: Fire Barrier: N ye N l►� dhesive Type: ype Cap Sheet: astener Type & Spacing: oof Covering: 96' Type & Size Drip dge: I VO cAi.) S V I E Z`14- X 2_\/2.. G Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance Mr Calculated Minimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height - Roof Slope I 15' 20' 25' 30' 40' 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 30.4 322 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 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Perrnit Application Form. Section E (Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compared the values for M,. with the values from M f. If the M r values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127 ",., 4 a7 �3(��= �.7 ) -Mg: () =Mr 2.t')6 NOA Mr (P, 9 . / x X c30 _ .�t - Mg: 4- 71) = M, %� r r�7 NOA :LC 7 (P3 /5 • IxX _X - Mg: 4.Sl =1b1i NOA M - Method 2 "Simplified Tile Calculation Per Table Below" NOA M 26 • 7 Required Moment of Resistance (M From Table Below *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F. If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" NOA F' NOA F' NOA F' (Pi :_a I: = z w:= ) -W: a cos 8 : __ = F (P : _ al: = a w: _ ) - W: a cos B: __ = F (P3 : z l: = a w: _ ) - W: a cos 8: __ = Fri: 188 mopped. 2. Deck: C-15/32 ROOF. COVERING: MATERIALS (TEVT) Roofing Systems (TGFU)—Continued Insulation (Optional)i One or more.layers. perlite, woo& fiber, glass fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ . • urethane -composite, wood fiber/isocyanurate composite, phenolic, 2'in. 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 4. Deck: NC • Inclme 1/2 Insulatiom One Or two layers "IsothermR", 4 in Max, hot • • • Ply Sheet Any UL CI RSsified• gravel surfaced CLISS A asphalt glass fiber . . ..‘„ • . • • e: 1 " • •-• • • . • .. • p Sheeti(Optional): Red rosin p Base Sheet OnlaYer Type G2 AFGLAS #75 Base Sheet" nailed). : • . 2003 ROOFING MATERIALS AND SYSTEMS DIRECTORY Cap Sheet One layer • Type *G-3iGAFGLAS Mineral Surfaced Cap Y • . edc: NC.. I • .. Incline: 3 Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheeit Ply. Sheet I One or more layers Type...G1 "GAEGLAS GLAS Ply •§". Cap -Sheet?: One layer Type G-.3 "GAF.GLAS /vlineral,Surfaced: Cap Sheet". 7.. Deck: C-15/32 •. • , Indine: 2.. • -.1, Insulation:I One or more layers perlite; glass fiber, isocyanurate, ure, ' thane, perlite/iSocyanurate- composite, perlite/urethane compOsite,•phe- nolic, 1.0 iri min (offset from plywood joints 6 , ; • • :Base Sheet One or more layers-Type G1;:G2 or G3. • Membrane One or more layers "Ruberoid Torch" (Smooth or:Granule), : Plus" (granule), "Ruberoid:Mop""(Srnooth or.Granule) or "Ruberoid Mop Plus" (granule). • • . • : - -."— Cap Sheet 1 "GAFGLAS Mineral Surfaced Cap'Sheet"; ItififmOpped! 8. • Deck: C45/32 • •• • ." 2.• - • • - • Insulation Optional): -on e or more layers perlite, :ivabd.fiber, glass fiber, isocyanurate, urethane, perlite/Lsocyanurate cOmpOsite, perlite/ urethane*coMposite, wood fiber/isocyanurate - CorOposite,Phendlic, any thickness. 1 Base Sheet Two or more layers Type 02 or 03. • Ply Sheet more layers Type Gl: • .. _ • Membrane: One or more laYers "Ruberoid Torch"*(Smciotil'orGranitle); . . . 'Ruberoid .Torch Plus" (granule), 'Ruberoid Mop (sra'ottcoi. ranule) • or "Rtibeibid Mop Plus" (grannie). • Cap Sheet "GAFGLAS Mineral Surfaced Cap,'Sheet", hdt mopped:. Class . 1. Deck: C45/32 • ..• Incline: 3-1/2 . . 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 thicicrtess. . . . . . . Ply Sheet Two or more layers Type G1 "GAFGLAS 4". or "GAF- GLAS Ply 6" .• Cap Sheet: Type G3 ."GAFGLASMineral• Surfaced Cap Sheet", hot -.• • : • Incline: 3-1/2 , . . • . • 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. •.: • Base Sheet Two or,rriore layers Type Gl, G2 or G3. . • Membrane: One or more layers "Ruberoid.Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Plop" .(Smooth or Granule) or "Ruberoid Mop Plus"-(granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot.mopped. • , . • Class C 1. • Deck: C-15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, iSocyafiurate, urethane, perlite/isocyanurate 'composite, .perlite/ urethane.composite, wood fiber/isocyanurate composite, phenolic, any • thicicness, Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". • 1. 2. 2 3. LOOK FOR THE W." MARK ON PRODUCT ROOF COVERING.MATERIALS (TEVT) Roofing Systems - (TGP1 J)—Continued • • Surfacing:. "Special Roofing Bitumen" 20 lbs/sq. . • COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A •••. Deck: C-15/32 • : • Incline: 1/2 - • • • Insulation (Optional): One or more layers perlite, wood fiber . gla fiberJsocyarturate, uretharie, perlite/isocyanurate compoSite, perlite,/ urethane composite, wood fiber/isocyanurate composite, phenolic, a thickness. • - ';•Ply Sheet: Three or more layers Type G1 "GAFGLAS •Ply-4" or "GAFGLAS Ply 6", hot mopped with coal tar bitumen. .••.- Surfacing: Gravel.. • • ' • COMBINATION HOT AND COLD SYSTEMS •' 7. . Class A Deck: NC • • .* ' • • • incline:'2 • • • Insulation (Optional): One or more layers perlite, wood fiberbi glass • :fiber, 2 in. Max. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6". .• Surfadng: Grundy Industries MB Aluminum Roof Coating" at 1-1/2 gal/sq. • • • • • Deck: NC Incline: 1 Insulation (Optional): One or mor .perlite, wood fiber, glass fiber, isoc-yanurate; u.retharie, perlite/Lsocyaritrate compositelperlite/ : urethane composite, Wood fiber/isoCYantirate comPosite,'Phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS �r "•••••' "GAFGLAS Ply 6". '• • • • Stitfacing: • "Weather Coat Enitilsion" 3 • . -- 3. Deck: NC • Indine: 1/2 • ; • Insulation: One or two layers "Isothenn1";14 in., hot inePped:. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt g„.1aS fiber mat system. • 4: s' Deck: NC • Insulation (Optional): Isocyanurate, _perlite, isocyanurate/c6iiiposite, :• fiberand glass &et-, any thickness, inedianically-faatened. Base Sheet: One ply 'Type G1 or1G2,..mechanically faSteried or hot Mopped: PlySheet: One orinore plies Type G1 or:G2; adhered:With hot roofing Suificing: "GAF Preinium Fibeied Aluminum Roof Coatiiig";1,-1/2 gal/sq or "GAF WeatFier Coat Emulsion", 3 gal/sq. •"'; 5. Deck: NC Insulation (Optional): Perliteitsa'fiber;polyisocyantirates,..t4d,o4 flbei . mechanically fastened, anythicicriess:' • 'Base/Ply Sheet • One or more "plies Type croit G2,41ot moed in Place. • • • • *Coating: "Fibered'Aluminuin Roof Coating". • * • • 6•:' • D ecl: NC • • • ' ‘. Incline: 1 • • " • • :2. • InSulatiori (Optional): Perlite, glass 'fiber, polyisocyanurate, wood fiber, nieChaniCally faStened, any thickness. • Base/Ny Sheet Oneor more plies Type G1 or Type G2, fiillyaditere with either "Ruberoid Modified BitdinenAdhesiVe" Or "RuberOiClModi fied Bitumen flashing Ceirient": Coating: "Fibered Aluminum Roof Cbating", 1-1/2 galkq: : 7. Deck: C 15/32 Base Sheet One or more plies Type G2,.methaniColly fastened:: Ply Sheet: Three or more plies Type G1;h6t mopped in place. Coatings: "Fibered Aluminum Roof Coating";14/2 ga1/S4.: • • Class B Deleted Deck: C-15/32 Insulation (Optional): • Cine' laYerS'perlite; wood fil?!.r, gla 'fiber, isocyanurate, urethane; Periite/iSocyantirate urethane composite, wood filer/isocyanurate composite phenolic, any , , thickness. . Ply Sheet: Three or more layers Type G1 "GAFGLAS - Ply 4" or "GAFGLAS Ply 6", hot mopped. , 'Surfacing; Grundy Industries "al MB Alumiiturri Roof Coating", 1-1/ . gal/sq. • . • Deck: NC . 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. - • • :: : ; ... :: J.nclme 2 • •■ t'; YJ Yq . • i � �� ;104410%0 •ry } Yylw..� . • J L•• Y1 • • �:1]'.�1C nee +:: i�w!11�y 4 % •r • • 11 ••tK .. -. M ‘iie M ?Y.' .... te , J• w • ;.ift _,..•$}p• l •!• r _ ^ 1 VC )1 .. .:N�B- 4 -M1P6 and. N-B -4 - M ��' n`® Specifications p ec�f lcations ••• I In. 115:".••.•.:,,. • .... Specifications Geneon recommendations to the tonowing recdmrtten detailed on Pages 17 -20 shall apPN addfion APP datlons and specifications_ 1. O e Membrane • where aPPG°bi� lap Over e o t a hoofing a d sheathing P �� h old bl _ a e ch S e et 2 solace, lay di shy- Hal s ' Base puce. eachshed2 h to overt preceding f by one ply of G inches a ee. of the s le st2 Pow 2.. she, 2lncttes at edges and �� inches � �� _ at c tnch intervals each lapping erp of heel n t ! rows vi , nails spaced row r� d Sheet with met hem at least 1 m ors with terials Corporation Use ifs See *S nerd below.) of sn> t Pty shingle � ar . (See Pe •. mo p two ply S Pdty MOP square at pinp ow p° d . • o the PrtcZd sheet rod a Stifling � � p three plies over ttre e ntire PIM tO the underlying area. . - (Ann 2nd RequrLam oufi Asphalt h be aPPt� m d fit! shall c mappings of ap 25 iounds per 100 ire dab a t rod a for iha strop isinof to e 2 0 • p o r minus. The aPP s ta involved must be uplran TrP d Up t a Per loot TA typ a III N. Steep Up to 3' • - On slopes up en.'6 loch i�nlz be used coaept In ROt1da.7c rsMew Mexico, fr o Cap Sheet • h accordance wilt the aPPt�'�� the ptf NI* � so Ne onsetirom the PS 11151111c6dus en d dads on Pi 9 ' . ; 0 to use over gypsum S oft ' NantPM for SiRA_ y)t Base 2. o for tnshlY poure wood GAF6 'S structural Sheets Inctudec MOM Dodo sA�61AS P 1144 or 6 AFGLP.S PTY 6 is use as a base . Sheet. w ood fiber decks. when 1 stjeAll tit ea . th3 t papa 19. all Pb tors Faust b° K� � 410 1 ' inches 3, See reef � the back edOe of the felt. See Instanatkon on Sip Floors, page - 4. Far roof sl opes y,�- az;ilrat;an +.: ire a'•:''1; ,:f-• 51nP r . = 1 ;.:-:' - .. -.`� Lsrt I UL. 00 :Cry • 1i S ° ie 1110 N«u�n �„,�,i,n ` G el wood Titan boards. etc_ pNyoOd O entedtr t s board (min. 'h inch thlctmess)- ori ti scorn only cone• dghtvretd N o ,. Nor �Steel, p or pre structural Ntxicolnblisb um, chiral wood fiber. etc. • insulting concrete, gypsum, • 2 Mad slope Mowed, in intheS per loot. o4/11(0 !ION 11 :54 FAX 954 578 1042 r . AJ'P LOVED: 06/14/2001 11s04150( )11pr.200(AtcevnplseanlnotItc xee :Inca cower page.doc A d 8ZO l£tZ l 1.S 'ON /££: tr l '1S /9£:17 SOOZ S L (31.1) POLYFOAN PRODUCTS,1NC. ROt�UCT CONNTROL NOTICE U_JCEPTANCE Ptilyfostnt Products, Inc. 2L 00 Spring- Stucbncr Road Si ring ,TX. 77383 - 1132 expense of such testing will be incurred by the manufacturc:r. .a • 1 1002 MIAMI -DADS COUNTY, FLORIDA ivMETR.O -DAD FLAGLER BUILDING BUILDING CODE COMiPLIANCE OFT= METRO -DAD( FLAMER BUILDING 140 WEST FI,,AGCER STREET. swim 160) MIAMI, FLORIDA 33130 -1569 1305)375 -2901 FAX 131151375 -290 CON 4C OR LICENSINC Si :C110N (303)375 -2517 FAX 00451)75 -235s • CONTRACTOR leNtYiRCE:AIcre PlviSioN (]0) )7S -1966 PAX QOS) 375 -2Hoi PRODUCT CONTROL DIVISION 005)17S - 290 FAX 0 Yc ur application for Notice of Acceptance (NOA) of Tv .o Component Polyurethcne Foam Adhesive under Chapter 8 of the Code of Miami -Dade County goversting the use of Alternate Materials and Types of Co lstructian, and completely described herein, has been recommended for acceptance by the Miami -Dade Co silty Building Code Compliance Office (13CCO); under the conditions specified herein. Th, s h(OA shall not be valid aRer the expiration date stated below. BCCO reserves the right to secure this pro Iuct or material at any ,time from a jobsite or manufacturer's plant for quality control testing. If this pro duct or material fails to perform in the approved manner, BCCO may revoke, modify,•or suspend the use of such product or material immediately_ BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails. to meet the requirements of the South Florida Building Code. A : CEP TANCE NO.: 0141g21.02 EXPIRES: 05 /10/2006 ' Raul Rodriguez Chic( Product Control Division 1�IIS IS COVE, I;ET. $ • A131TU)NAG PAGES FOR SPECIII IC ANI, ,ENERA CONDITIQNS BUILDING CODE & P RODUCT R RVIIF;W COM, ITTEE • application for Product Approval has been reviewed by the BCCO and approved by the Building Cod .1 and Product Review Committee to be used in tvthuni -Dade County, Florida under the conditions set fbrtl above. Francisco 3. Quintana, R.A. Director Miami -Dade County Building Cod Compliance Offices 04/27/05 Remit to: GULFEAGLE SUPPLY P. O. BOX 116466 ATLANTA GA 30368.6001 *-ti:PiAl 1 GULFEAGLE SUPPLY aso s.w. sv�u nv�+. MIAMI FL 331444729 305-262-6627 Fax 305 -262 -6628 SHAM T & S ROOFING SYSTEMS, INC. 7483 NW 8TH STREET MIAMI FL 33126 -2912 1 X 8 X 10' FASCIA #2 SPF 1 X 2 X 8 TREATED BATTEN KARNAK #155 AMPHIBIKOTE A/F 5GAL ANGLE FLASH GALV 26GA 5X7 ALL PURPOSE ROOF JACK PITCH PLEASE MAKE NOTE OF OUR REMITTANCE ADDRESS ABOVE. ** Reprint ** Reprint ** Reprint ** PC PC ea pc ea Invoice is due by 05/31/05. wQ a EOM PROX SHIP T0: T & S ROOFING SYSTEMS, INC. 7483 NW 8TH STREET MIAMI, FL 33126 -2912 S.S:m saxEd .s»o. «moi 5 24 2 2 ** INVOICE ** MIAMI 04/27/05 7.533 0.977 18.950 7.850 11.500 Subtotal State Tax Local Tax Amount Due SOUTH HOUSE AC 04/27/05 d 6ZO l£bZ l l9 'ON /££: W1£ /9£: ti l SON 5 L (3(11) WOdd 37.67 23.45 37.90 15.70 23.00 137.72 8.26 1.38 147.36 04/, ;1/03• NON 41:54 FAX 954 478 1042 Pobbfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Igutmom, Roofing atik—b Roof Tile Adhesive %teri2(s; Polyurethane I. SCOPE This approves Polypro€ AH160 AS manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptalice. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low; and high profile roof tiles system using • Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. ERODC!CP DESCRIPTION Manufactured by A »nlicant Polypro® AH 160 Foampro® RTF1000 ProPackdls 30 & 100 Dimensions N/A N/A N/A POLYPOAMM PRODUCTS, INC. ,. I. ACCEPTANCE No.: 01 -005 2 Tilt S e Uic tionLs PA 101 2.2 Typical Physical Properties: Pri_ALeM Tit Density ASTM D ) 622 Compressive ASTM D 1621 Strength Tensile Strength ASTM 0 1623 Water Absorption ASTM D 2127 Moisture Vapor ASTM E 96 Transmission Dimensional ASTM D 2126 Stability Approval Datc: Jima 1 1 Expiration flak:: Mi10.2006 2.! Components or products manufactured by others: Any Miami-Dade County Product Control Accepted RoorTilc Apt:mbly having a current NOA which list uplift resistance values with the use of Polypro Ati l60 roof tilt adhesive. Results 1.6 lbsJR.' .18 PStParnll to rise 12 PSI:Perpendicular to rise 28• PSI' Parallel to rise 0.08 LbsJFt2 3,1 Port / loch +0.07% Volume Change cs 40 F.. 2 weeks 46.0% Volume Chnn Humidity, 2 weeks Product Descrinticp Two component polyurcth Dispensing Equipment Dispensing Equipment Frank Zulaaga, RRC Product Control Examiner J P701('4,711C'Am/co '1Q/1"1 Ganz G 1 (aflll 1 I/093 04/,'1/001 itON 11:55 FAX 954 578 1042 POLYFOAM PROOIIcTS,INC. Polyfoarn Products. Inc. ACCEPTANCE No.: 01- 05Z1.02 Note: The physical properties listed above are presented as typical average values ns determined by . accepted AS TM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Rolla to the Prepared Roof Tile Assembly for fire rating. : 3.2 Polypro@ AH160 shall solely be usedwith flat. low, & high the profiles, 3.3 Minimum underiayments shall be in compliance with the Rooting Application Standard R.AS 120. . 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® Al-I I60 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. t7 -fir MS $ d 6ZOl£tZlly'ON /£8: l'1S /Z£:171 ciOOZ 5 1 (3(lli 4. INSTALLATION 4.! Polypro® AH160 be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive.attachmcnt with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as at upli1l based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards R.AS 127. The adhesive attachment data is noted in the roof the assembly NOA 4.3 Polypro® Alt 160 toddle adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 1?olyfoam Products, Inc. Polypro® 160 Operating Instruction and Maintenance Boo‘ 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoarn Products. Inc. Polyfoarn Products :Inc. shall supply a List of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foamprotlp dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between t,0 -i.15 (A) : 1,0 (43a. The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AI-1160 shell be applied with EOmpro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® Alt 160 shall not be exposed permanently to swill !:rank Zuloaga, RRC Product Control Examiner WOdJ 0004 04/11/O3 MOM •11:65 FAX 954 578 1042 POLYPOAM PRODUCTS, INC. I,. Polyforrn Products, Inc, ACCEPTANCE No. 4 t- 0521.02 4.8 Tiles must be adhered in freshly applied ildltesive. Tile must be set within 2 to 3 minutes after Polypro® AH 160 has beekdispensed. 4.9 Polypro® AH 1 GO ptacoment and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. cable l: Adhesive esive Placement For Ends Centric Tile Profile TileProfitc Placement Single Paddy Weight Two Paddy Weight Detail ; Min. (grants) per paddy Mint. (grams) Flat, Low, High Profiles 0i 35 N/A High Profile (2 Piece Barrel) il t , 17 /side on cap and N/A 34 /pan Flu, Low, High Profiles Flat, Low, High Profiles #2 #3 5. LABELING All Polypro® A1~3160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system_ 6 d 6ZO t£tiZ l l ON /££: P l '1S /££ : i l 900Z 9 L (3(117 • 24 N/A 8 Frank Zuleaga, RRG Product Control Examiner VIOL' noes tY 11/03 MON •11; 66 FAX 964 618 1042 Polvtonnt troduf fs. Inc. Ea* Ones Mel *Nigh *lcc mi ti 1.1., Cant III ' ERN maw 04 Kw **win wpm kap t bola II nI ,I F7nlc77i IC'ANI /S'S."trl 'IC /QQ:bI. Gll (17 G ) (RflI PO&.YFOAM .PRODUCTS, INC. ACCEPTANCE No, ; 01- 0C21.O2 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY iit • Olietaytme g lha tough 4Itgrlw ie geldsw ilb #� Wit k*4ih% moo .rbfthe p.. II'r 11/11. wikadom tkos1A1ti1cwat Two awn wit. dm" Max Mtn**1RIt Ts11aOmMaki Nip N cow M. 1Me tah1 eh. . roP p0l�lf� ' le AhttgCM�. d alarm �s.6rtwn.e ; Ike 444 maw Meshgewsia *( Eva dawn Vloophd• OAF IN* crank Zuloaga, RR,C Product Control Exarriincr 0004 Polak. VirS, Mkr Pant. *so dm wojJ tit10043 r OA/ t1/03. NON 11:58 FAX 054 578 1042 POLYFOAY PRODUCTS. INC. Pory foam T'roduets (n 1! a R7ftic`t,71 IC'nttl /CS :trI 'IC /A :t1 Gflf17 G ) (afll) • • ADHESIVE PLACEMENT DETAIL 2 SINdLJE P TTY NO turn* plastic cemept Wat►I4IINS ACCEPTANCE No.: Oil-0521.02 crank Zuloaga, RR.0 Product Control Examiner WOdJ 64) 007 04/ !1/03. MON .11:50 PAX 954 678 1042 POLYFOAD3 PRODUCTS, il1C• • -r PolvfO,. rra rodoots—inc- G l d 6ZO l£b7l lS 'ON /££: ti l '1S /6£: l SON 5 L (3f11) ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY ACCEPTANCE No.: 0 t -0 521.02 Prank Zuloaga, ItRC Product Coiuroi Examiner Iw 4)4/ !1/03. 110N .11:58 FAX 554 578 1042 • 1 POLYFOAII PRODUCTS.ING. • Polvfostm Products, Iittc,, ACCEPTANCE No.: 01- 0521.02 I, Rcnc+sal of this Acceptance (approval) shalt be considered alter a renewal application has boat filed and the original submitted documents, inclttdintg tcst•supportittg data, engineering documents, are no older than eight (1) years, 2. Any and all approved products shall bc permanently labeled with the manufacturer's name, city, state, and the following statcmcni: "Miami-Dade County Product Control Approv ", or as specifically stated in the specific conditions of this Aeh:eJrtancu. 3, Renewals of Acceptance will not be considered if a_ There has bout a change in the South Florida Building Code affecting, the evaluation of this product and the product is not in compliance with the code changes. b. Thu product is no longer the same product (identical) as die one originally approval. c. If the Acceptance holder has not complied with all the mquircnhents of this acceptance, including the corrccr installation of the product. d. The engineer who originally prepared, signed and sealed the tuquired documentation initially submitted, is no longer practicing the en sneering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically bc cause .for u:rtnuhation of this Acceptance, unless prior +tiTittcn approval has been requested (through the filing of a revision application with appropriate fix) and granted by this office. a. Any of thc following shall also bc grounds for removal of this Acceptance: 3. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement or any product, for sale. advertising or any other purposes. d. The Notice of Acceptance number preceded by the words. Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7, A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. Tlhc engineer need not reseal thc copies, 8_ Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 8. £ l d 6Z0l£17Z l l5 'ON /££: i? l 'iS /Ot: ti t SOH 9 L (3111) END OF THIS ACCEPTANCE Frank 7_uloaga, RAC Product Control Examiner WOdd 14100 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE-OF ACCEPTANCE (NOA) GAF,,,Material Corporation \ Al /flips Road W ayne, NJ 07470 S COPE: This NOA is being issued under 9e applicable rules and regulations. governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product eview Committee to be usediin Miami Dade County and other areas where allowed by the Authority Having Juiisdicct`on (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted 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 matenals, 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 Miarni -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 I' OA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC 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 NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: ( Wood, Non - insulated Deck Description: 19 / 32 11 or greater plywood owood plank decks System Type E (1): $as e-sheet -meeha tally fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply TM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1y m 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec ( GAFTITE) #12 or #14 Screws and 3" Plates, 12 " - o.c. in ows. One row is in the 2" side lap. The other rows are equally spaced approximat 12" o.c. in the field of the sheet. (Maximum Design Pres 5psf,4ee G eral Limitation #7) GAFGLAS Flex Ply 6, GAFGLAS #'75 Bas Sheet or any of above Base sheets attached to de with approved annular ' • g shank nails and tin caps at a fastener spacing of 9" o.c. a = " .,•r:zt_ : ° ed and in two rows 9" o.c. in the field. (Maximum Design Pressur —52.5 psf, . ee General Limitation #7) GAFGLAS #75 Base Sheet or any • • • • = : ase sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec ( GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 S' ews and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other ro are equally spaced approximately 9" o.c. in the field of the (Maximum De : n Pressu —75 psf, S e eneral Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 , GAFGLAS® PLY 6® ply sheet, #80 Ultima, R • ID MOP Smooth or ' UBEROID 20 adhered in a full mopping of approved asp r• - • . lied wi the EVT range and at a rate of 20- 401bs. /sq. (Optional) One ply of G GLAS® Mineral Surfaced Cep Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 of 21 Surfacing: Maximum Design Pre ssure: (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium.Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum, 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no :recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for . enhanced fastening at enhanced pressure zones (i.e. perimeters, extended . corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 305 594 3735 • 04/16703 WED 15:54 FAX 305 594 3735 PRODEK. INC. MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Alfareria El Volcan 8405 NW 53 St., suite c -102 Miami, FL 33166 MTAMl -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACI.ER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA i.; being issued under the applicable rules and regulations governing the use of construction materials. • The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA :;hall not be valid after the expiration date stated :below. The BCCO (In Miarni Dade County) and/or the AHJ (ir; areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO-reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Volcan "S" Statue Clay Barrel Roofing "file LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following s':atement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a rene.vaI.application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIv1INfATION of this NOA will occur after thc expiration date or if there has been a revision or change in the materials, usc, and/or manufacture of the product or process. I'✓Iisu.se of this NOA as an endorsement of any product, for safes, advertising or any other purposes shall automatically tcrntinate this NOA. Failure to comply with any section of this NOA shall bc cause for termination and removal of NOA. ADVERT1[SEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration datc may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in Is entirety. INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the Building Official. This NOA consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga. RRC NOA No.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 1 of 4 Q001 04/16/03 WED 15:54 FAX 305 594 3735 PRODEK, INC. ROOFING ASSEMBLY APPROVAL Categor y: Sub Category: Material: SCOPE This new roofing system using Volcan `S' Statue clay Barrel Roofing Tile as manufactured by Hacienda EL Volcan described in Section 2 of this:; Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations:shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Volcan 'S' Statue Length: 18.25" Clay Barrel Width: 10.50 PA 112 RoofingTile varying thickness Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency IBA Consultants, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. 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 perform quarterly test in accordance with I'A 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 Iisted 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 dcck applications_ Minimum deck requirements shall be in compliance with applicable building code_ Roofing Roofing Tiles Clay Length: varies Width: varies varying thickness Product Description High profile, one - piece, 'S' shaped, clay roof tile with a single roll. For direct deck nail -on, mortar set, or adhesive set applications. Accessory trim, clay roof pieces for use at PA 112 hips, rakes. ridges and valley tcrninations. Manufactured for each tile profile. Test Identifier 2799 -1 PDI- 002 -02 -0 I PDI- 01 -02 -01 Test Name/Report TAS 112 TAS 101 TAS 101 Date 0:3/22/02 10/08/02 10/08/02 NOA t`o.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 2 of 4 121002 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Single Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Re - -- • ce Volcan "S" Statue Clay Barrel Roofing Tile Polyfoam Poly Pro AH 160 26.7 I Paddy placement of 41.5 grams of PolyPro Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Volcan "S" Statue Clay Barrel Roofing Tile 6.43 1.52 0.85 Table 2: Aerodynamic Multipliers - X (fe) X (ft') Direct Deck Application Tile Profile Volczin "S" Statue Clay Barrel Roofing Tile 0.308 Tile Profile 3 ":12" 4 ":12" I 5 ":12" 6 ":12" Direct Deck 7 ":12" Direct Deck Volcan "S" Statue Clay Barrel Roofing Tile Direct Deck Direct'Deck Direct Deck 4.86 4.80 1 4/3 4.63 4.52 04/16/03 WED 15:55 FAX 305 594 3735 PRODEK, INC. 4. INSTALLATION 4.1 Volcan "S" Statue Clay Barrel Roofing Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 3: Restoring Moments due to Gravity - M (ft -Ibf) 5. LABELING All tiles shall bear the imprint or identifiable :marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILbING 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.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 r Page 3 of 4 1J 003 04/19/03 WED 15:55 FAX 305 594 3735 VOLCAN `S' STATUE CLAY BARREL ROOF TILE PROFILE DRAWINGS PRODEK. INC. END OF "THIS ACCEPTANCE NOA No.: 01- 0828.01 Expiration Date: 11/27/07 Approval Date: 11/27/02 Page 4 of 4 [a 004 ecj6 i ^ O\ i e � p • APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 3 9C1 19 Owner's Name and Address } / ° No/ 2)03 Street /ve C ?i f. Name and address of licensed contractor L.17/.-f Registered Architect and/or Engineer Location and legal description of lot to be built on: Lot �' •� ABlock n �t Street and Number where work is to be done /7295— 71/x`, _ l( / State work to be done and purpose STATE OF FLORIDA COUNTY OF DADE. ).SS. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Subdivision /1 ,420S i/ & '/o 6' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories / To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S ^� 4 Zone cubage required Plan Cubage Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to _Amount of Permit S Size of Building Lot The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to empl my sue subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) L ' Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared and who. being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. tic i Date 1 Read, Sworn to and Subscribed before me. to me well known. Permit No. Disapproved Date (Signed) Building Inspector My Commission Expires Notary Public, State of Florida PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. BUILDING p EL6Gf�AL PERMIT A N° G Owner of Building ;_ NAME Architect and /or Engineer Jr.! ' NAME Contractor or Builder f NAM i DRESS j ; • Proposed Location " �✓ t 4 '` ''( r:. '^" F ,e . Z LOT BLOC K ,/ 70 Alja.DIVISION This permit is issued to____ "�' �; � ` P � i _y ' -L r r "e - C f 1 " �C JE rL the building above described. as per application, Plans and Specifications heretofore filed in this office. This permit is granted upon the express condition that all facts stated in the application are true and that the construction complies strictly with the plans and specifications submitted, and in accordance ' and compliance with the building laws of the State of Florida and with the building ordinances and zoning laws of Miami Shores Village, and rules and regulations of the building department of Miami Shores Village. This permit may be revoked at any time upo the violation of any provisions of said laws, ordina s and regulation ' n,,,,a change ilk ns and specificationn,°un uio tzed by t building ins or. AMOUNT /- RECD. P ACCT. dEPT. v In consideration of the issuance to me of this permit I hereby agree to the proposed constru Lion in strict conformity with the application and plans and specifications thereof heretofore by me submitted, and t compliance with all provisio all building ws of the State of Florida, all the building ordinances and zoning laws of Miami Shores Villas nd all rules and regulations of building depar m ent of Miami Shores Village. Dated A".7). , 19_ (SEAL) NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $ 1.00 will be made when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. •. ,. Lam'"" . " / 642 ADDRESS � % MIAMI SHORES VILLAGE BUILDING INSPECTION DEPAPtTMENT NO. � e ,,,'' 'Y ADDRESS LICENSE NO. d 8 INSPECTOR IldV46*". (iff4T MIAMI SH RES AIL' LXc / BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request DaPCT 1 2 2005 Type Insp'n 1 Permit No. 1S bi50 Name 1`I • N r Address 105 qt Tr( Company ' 0f s Phone # � � 5 Inspection Date Approved Correction Re- Insp'n Fee