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RF-08-778RE ROOF THE EXISTING ROOF TILE TO TILE PERMIT WILL CHANGE OF CONTRACTOR BECAUSE SLAZAR HAS NO WC. 5/13/08 MLD NOC IN FILE NOT VALID FOR JOB BECAUSE IS Passed Inspector Comments 61 _ 263 P Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/26/2008 Inspector: Rodriguez, Jorge Owner: LUC, MARCEL Job Address: 141 100 Street NW Project: <NONE> Miami Shores Village, FL Contractor: MERICK ROOFING INC Building Department Comments Thursday, September 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1131010220330 Lot: Page 2 of 2 RE ROOF THE EXISTING ROOF PERMIT WILL CHANGE OF CONTRACTOR SLAZAR HAS NO WC. 5/13/08 NOC IN FILE NOT VALID FOR TILE TO MLD 40B B - TILE BECAUSE A SE IS UNDER , 0 6'1 Passed Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/26/2008 Inspector: Grande, Claudio Owner: LUC, MARCEL Job Address: 141 100 Street NW Project: <NONE> Miami Shores Village, FL Contractor: MERICK ROOFING INC Building Department Comments Wednesday, June 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1131010220330 Lot: Page 1 of 2 RE ROOF THE EXISTING ROOF TILE TO TILE dminimminsM111111S Infraction Passed Comments TIN CAP SPACEING True TO Passed 4fLaLL Inspector Comments CREATED AS REINSPECTION FOR INSP 82749. No ladder on job and no permit for inspection. 6/5/08 CG ® ®ci °� P t l l C AeT 4 of Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/09/2008 Inspector: Rodriguez, Jorge Owner: LUC, MARCEL Job Address: 141 100 Street NW Project: <NONE> Miami Shores Village, FL Contractor: MERICK ROOFING INC Building Department Comments Thursday, June 5, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1131010220330 Lot: Page 1 of 2 RE ROOF THE EXISTING ROOF TILE TO TILE PERMIT WILL CHANGE OF CONTRACTOR BECAUSE SLAZAR HAS NO WC. 5/13/08 MLD NOC IN FILE NOT VALID FOR JOB BECAUSE IS Passed All Inspector Comments nn AA) S 17acciaA.)- Frk F V (Of Failed ir, Correction Needed Re-Inspection //4 l , l ,� Feelii • % I p l'd -- � — ($ No Additional Inspections can be scheduled until re- inspection fee is paid Inspection Date: 06/05/2008 Inspector: Grande, Claudio Owner: LUC, MARCEL Job Address: 141 100 Street NW Project: <NONE> Miami Shores Village, FL Contractor: MERICK ROOFING INC Building Department Comments Wednesday, June 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1131010220330 Lot: Page 2 of 2 Project Address Owner Information Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 141 NW 100 Street Miami Shores Village, FL 1131010220330 Block: Lot MARCEL LUC MARCEL LUC 141 NW 100 ST MIAMI SHORES FL 33150 -1205 Valuation: Total Sq Feet: $ 7,000.00 Contractor(s) MERICK ROOFING INC Phone Cell Phone Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential AY 2 7 2008 e CK MIAMI SHORES VILLAGE Building Department Copy Address Amount $4.20 $1.40 $275.00 $12.00 $6.88 $299.48 Expiration: 10/29/2008 Total Parcel Number $ 0.00 $ 0.00 Payment Type: Authorized Signature: Owner / Applicant / Contractor / Agent Phone Amt Paid I Amt Due $ 0.00 Applicant Available Inspections : May 27, 2008 Date Cell Inspection Type: Tile In Progress Hot Mop Final Roof Tun Cap Up Lift Report Nailing Affidavit 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Tuesday, May 27, 2008 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address City 14 L4 vyt 1 . ' to rt.S State Tenant/Lessee Name Notary $ Scanning $ Bond $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. gO fl 6 ri Value of Work For this Permit $ 7 oO o. at) figaeL Pho e # Type of Work : , ['Addition ['Alteration ❑ Describt Work: J T 'C 2 ip OSIIY1,Q i , Zip Contrac r dress City i� s A 041.,c_ state Qualifier Name , � /L / State Certificate or Registration No. 1--41-1--/3 l � c� , Phone # NAti Zip Square / Linear Footage Of Work: See Reverse side -- 1r _a 6 i l . 0 4 U Master Permit No. Job Address (where the work is being done) !it t At m/ /00 0 04- . City Miami Shores Village County Miami -Dade Zip 3 3 /6 FOLIO / PARCEL # Is Building Historically Designated YES NO J Contractor's Company Name ■c7/l C,/ C. / ,- hone # Phone # Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Repair/Replace ❑ Demolition * * * *e** * * * * * *** *** ** *** ***** ******** **F ' ee ** * ** ******** ** * * *�x�x�x�x****�x** ** * * * ** * ** Submittal Fee $ Permit Fee $ �/ J -�� CCF $ CO /CC Trainin g/Ed ucation Fee $ Radon $ DPBR $ Code Enforcemen : Double Fee $ jt Structural Review. $ 4 Cili - l t 1 Total Fee Now Due $ d, l l • t c_2 MIAMI SHORES VILLAGE Technology Fee $ Zoning $ 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 deliv ed to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be ' ed at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of s 'sted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent i IMO / The fore_oing instrument was acknowledged before me this Ito The foregoin nstrument was a knowl ge ore s day of a ,20 /it (IJ LA/ , day of � , 20 &, by fI rM _ who is personally known to me or who has produced itiN11/[.�' who is personally known to me or w as produc L-ic Sit 4tIO As identification and who did take an oath. A"• /e... / /ce 4 c g and who did NOTARY PUBLIC: �� NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) 6 0 Plans Examiner Engineer Zoning • Sign: Print: My Commission Expires: This Instrum Name Address - .tPrep -red t 1t :✓ .� / , iL "� _ Permit No. a rho STATE OF COUNTY aI,I ,.. THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: (legal description of property, and street address if available) /41 .1;71.1' ,544-ts, Ff 33 J b 2. General description of improvement: ,m_ 3. Owner information � a. Name and address: m�-2r L . it e. b. Interest in property: �7 c. Name and address o{'fe s mp a ehoider (if other than owner): 4. Contractor: Pt EA / e 1( 1L 0 i hog N ry a. Name and address: b. Phone number. S. Surety 9.no " 2 s3 3of t a. Name and address: b. Amount of bond $`7(jb0f (PO c. Phone number. 6. Lender a. Name and address: b. Phone number. y 1111111 11111 1111 11111111111111111111111111111 CFH 2008R0420266 OR BK. 26391 Ps 0537r (1Ps) RECORDED 05/21/200 13 :00 :20 HARVEY RI1VINr CLERK OF COURT, MIAfI —DADE COIINTYv FLORIDA LAST PAGE Q. 17)4 NOTICE OF COMMENCEMENT knowledged befor m his 4 day of (name of person) as authority, ...e.g. officer, trustee, attomey in fa .. behalf of whom instrument was executed). "r'd MON ! COMM MY COMM f • r Tax Folio No. /1— 3/O/53 r ! 4/ Al sa i &I)S - 14/ eelte /oo S? / - ''/ a� e� Ivt,2rtstL 6Apre5� p 3 J l .DD te + fl 331. 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: a. Name and address: b. Phone number. P f l 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: ~�A. b. Phone number. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA, COUNTY CF D A.DE �= =` ='� 1 HEREBY CERTIFY thet this is a t+ tcopy of t1 e f`f �.� ''' `-"�i` .�ifgirtaf filed t14,44, A 0 26 Ir` ITAIESS me hand end t o1 • h t1 :et , / artner/Manager HARVEY RUM, CLr. Courts .ia 40J Cot V31, 1`r " t: E , `'' t - s + °` Signatory's Title/Office t2YC By I'/1 V D.C. ' gnature of Owner or Owner's Authorized Officer /Director +(year) by ltat-C(t.� (type of (name of party on lorida Name of Notary Public Commission Number Personally Known _ or Produced Identification L i# Lff Verification Pursuant to Section 92.525. Florida Statutes Under penalties of perjury, I dedare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Natural Person Signing Above 441)1 kwaf- t(AUJ BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Address .) ni 14.1 /0 o • City M. avv, -h vrt g State F t Architect/Engineer's Name (if applicable) Value of Work For this Permit $ D QC a Type of Work: ❑Addition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Plumbing Permit No. fFO � - 11 1( Master Permit No. Owner's Name (Fee Simple Titleholder) 4 M-x_e_E L , c, Phone #6305 7J Bond $ Code Enforcement $ Double Fee $ Tenant/Lessee Name A/ I Phone # A Job Address (where the work is being done) /4-/ Al (,c j /019 al City Miami Shores Village County Miami -Dade Zip 3 /6-r) FOLIO / PARCEL # /l 3 / o/— 0477,8 -- 6 R s /) Is Building Historically Designated YES NO Contractor's Company Name .5 14 Phone # Contractor's Address .O38 be et Zip 33 / crb _ 1,2 s' 'p. 2315 bos City \- &, 1 State L Zip � t Qualifier Name Phone # ?l 4 17,4 5S 5 State Certificate or Registration No. C--C -c 132 (, Certificate of Competency No. • Phone # Mechanical Square / Linear Footage Of Work: ['Alteration ['New i /IPAZerOf V WCOY Repair/Replace A14) ❑ Demolition ******** ** **** * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * ** ** * * * * * * * * ** * * * * *** * ** Submittal Fee $ Permit Fee $ �7 ^^ j n �� `� � CCF $ 4 • CO /CC Notary $ "-- Training/Education Fee $ 1.40 Technology Fee $ Scanning $ 12 CD Radon $ DPBR $ Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side -* P u 38 • 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 broth ._ ',l be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comet cement mus a posted ' t the job site for the first inspection which occurs seven (7) days after the building permit is issued 1 the ab ce of ' ch > ost ' otice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this day of / , 20 t, by #e et v y A• a , who is personally known to me or who has produced i c- e,i ce..- As identification and who did take an oath. NOTARY PUBLIC: Signature Sign: Print: A My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) The foregoing instrument was ackno = edged before me this / r day of it atra,v`i , 20 Or, by 1`/evt v Al� &d/ who is personally known to me or who has produced id ad o Li Cep; c C as identification and who did take an oath. NOTARY PUBLIC: r r�y HENRY JR ALBERTO Sign: -r MY COMMISSION it DD59i 95 j 4� p EXPIRES: Sept. 19, 10 Print: • My Commission Expires: Plans Examiner Engineer Zoning Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,299 Lot Size: 8,100 SQ FT Year Built: 1939 Legal Description: GOLD CREST PB 21 -56 LOT 12 W1/2 OF LOT 11 BLK 4 LOT SIZE 75.000 X 108 OR 16362 -3644 0893 4 Folio No.: 2007 2006 d Value: $243,270 :202,725 uildin • Value: $105,219 $98,399 arket Value: $348,489 , �..:1 essed Value: $75,100 $73,269 H " $25,000 $25,000 otal Exem•tions: $25,000 $25,000 axable Value: $50,100 $48,269 Folio No.: 11- 3101 -022 -0330 Property: 141 NW 100 ST Mailing Address: MARCEL LUC &W MARCELLE 141 NW 100 ST MIAMI SHORES FL 33150 -1205 le O/R: 728 -3873 e Date: /1990 I e Amount: 7,000 Property Information Map m m o v Property Information Map My Home Miami -Dade County, Florida Digital Orthophotography - 2007 0 - 111 ft This map was created on 4/28/2008 12:10:44 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Summary Details: Pro perty Information: Sale Information: Page 1 of 1 Assessment Information: http:// gisims2 .miamidade.gov /myhome/printmap. asp? mapurl= http: / /gisims2.miamidade.go... 4/28/2008 To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 PLOL irCP / Re: Owner's Name: Signature State of Florida County of Dade Notary Public, Sate of Florida at Large Mama Voted feitaye Relf Veizeistateat 10050 NE 2nd Ave* Miami Shores, FI 33138 Phone 305 -795 -2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. Property Address: 14 7 A/ u) 11:) Roofing Permit Number: Date: ®,Q _ C,t_s - ov Dear Building Official: ..e G U G. • certify that I am not required to retrofit the roof to wall connections of my building because: )l The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Print Name The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this //ANI / ay of t00(5 f r f * When the just valuation of the structure for purpose of ad valor ;%� taxatio r ,- ual to or more t 'K�+�+ ��+1i + - iii' i nstructed with FBC nor a 1994 SFBC. Then you must provide a building appli - - tion from a General Contractor for the Roof to Wall connection Hurricane Mitigation. 7• 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 402 govern the minimum requirements and standards of the industry for roofing system installations. dditionally, the following items should be addressed as part of the agreement.between the owner ant the contrractor. 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 Oe arance, that are not part of a zoning code, should be addressed as part of the agreement een the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck to be renailed in accordance with the current provisions of Section R4403. (The s usually concealed prior to removing the existing roof system). 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. M Exposed Ceiling: Exposed open beam ceilings are where liht; tndersi the roof decking can be viewed from below. The owner may wish to maintaaarr •the arohi €Mural appearance; therefore, roofing nail penetration of the underside of therde ki ng may riot be acceptable. The provides the option of maintaining the appearance. •••••• a •. • • • •••• • •• • • 5. h4 Ponding water: The current roof system and/or deck of the kflldinerata}c r of drain well and may cause water to pond (accumulate) in low -lying areas''4the roof. • Ponding can be an indication of structural distress and may require the revitw o& •••• . professional structural engineer. Ponding may shorten the life expectar� y and perk rrtance of the new roofing system. Ponding conditions may not be evident until the original Panfing system is removed. Ponding conditions should be corrected. 6. p. t L 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. U Ventilation: Most roof structures should have some abili airflow through the interior of the structure assembly (the bui of be reduced. It may be b ding the service life of the P 1 PERMl , t . °I I , ,, - 7 IV arm Shores ,Wage APPRO BLDG DEPT gen s ig '.ture RAL ate SUBJECT TO COMPUANC TH ALL ED STATE AND COUNTY RULES AND REGULATIONS Contractor Signa to vent natural he existing ide itional • • • • • • • • • 4 -- ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. /-i Process NQ. Contractor's Name f a /0 I- c175 �C '�Clw ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles Job Address ❑ New Roof ❑ Low Slope ❑ Asphaltic Shingles Low Slope Roof Area (SF) Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Reroofing ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) t- (.1,10,0 Section B (Roof Plan) Morta6Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Maintenance •••• • • • • •••• .Igt, 4 LSF) . � 421 c • • • • • • •• • • • • • • ••.• • •• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers aetlAvaflow cjrairA. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zogg8 ppd locatlgq Pf • parapets. • • • • • O ti 4c ' \ 3 3 z • t• •` • • • • •••• • • ••• • • • • FLORIDA BUILDING CODE — BUILDING • • • • • • • • • • • Roof System Manufacturer: US Mt 1E Notice of Acceptance Number: O -10 19. 02 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure 66,f (From the NOA Specific System): Method of tile attachment: riLr A ., 123_01 -48 5/03 PAGE 4 Florida Building Coda Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Roof Slope: :12 Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: Ridge Ventilation? IU I1 ype Underlayment: I 3O �j nsulatlon: Fire Barrier: Mean Roof Height: 1 1, 3 astener Type & Spacing: dhesive Type: oof Covering: •••• • • • • • • • • . .. . • •. •... .•.. • .. • • • • • •• • ••. • • • •••• .••• • • • • • • ..•. •. • •• • 15.X - 9 4i ype Cap Sheet: • • • : 1. • ••• • • • (2' oz. fi i t:(//) ►G eUA , MIj G " O � , Type 8 Siz® Drip Edge: L Fiorida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Pone. Section E (Tile Calculations) For Moment based tile s ysteems, choose either Method 1 or 2. Compared the values for M the values f3relu Mt. If the M values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Baste s fie Calculations Per RAS 127" (P • 5 z A A 3-4 3i� -7J - Mg: s.c.f "7 = 01 ) - Mg: °Mrj NOA 1 NOA Mr 013: 5.93 M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with . a list of moment based the systems endorsed 1;y W Broward County Board of Rules and Appeals. •••• For Uplift based tile systems use Method 3. Compared the values for F' wifii the values for F If the F' values are greater than or equal to the F values, fo :lic'tS area of the roof, then the tile attachment method is acceptable. • • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" . . (P : z l• = Z w: _ —a - W: z cos 9: = Fr,: N F • • (P2� al: z w:= ) —W: z cos 0: = Fr2: .. (P : z l: = z w: = ) — W: z coS 0: = Fa: NOA F' • .. • • • • • • . • . • • • •... .. .. • • .. • • Where to Obtain Information Description Design Pressure Mean Roof lieight Roof Slope Aetodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resismnce Mmdmum Attar ftesiglancz Required Uplift Resistance A Tile Weight T#le Dimensions Symbol P1 orP2 orP3 13 B M Mf M: F' F, W 1= length w= width AU calculations must be submitted to the Building Official the time of permit application. Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA ••• . • . • ... ..• • • 123_01 -48 5/03 PAGE 5 • • • • • • • • • . • • .• . • M Required Moment Resistance* 15' kmiri iv a n s 4. 4 by to LA, A • • Mean Roof Haight — Roof Slope I 2:12 34.4 3:12 322 4:12 30A 5:12 28A 6:12 26.4 7:12 24.4 -- - -- L Fiorida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Pone. Section E (Tile Calculations) For Moment based tile s ysteems, choose either Method 1 or 2. Compared the values for M the values f3relu Mt. If the M values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Baste s fie Calculations Per RAS 127" (P • 5 z A A 3-4 3i� -7J - Mg: s.c.f "7 = 01 ) - Mg: °Mrj NOA 1 NOA Mr 013: 5.93 M Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with . a list of moment based the systems endorsed 1;y W Broward County Board of Rules and Appeals. •••• For Uplift based tile systems use Method 3. Compared the values for F' wifii the values for F If the F' values are greater than or equal to the F values, fo :lic'tS area of the roof, then the tile attachment method is acceptable. • • • • • Method 3 "Uplift Based Tile Calculations Per RAS 127" . . (P : z l• = Z w: _ —a - W: z cos 9: = Fr,: N F • • (P2� al: z w:= ) —W: z cos 0: = Fr2: .. (P : z l: = z w: = ) — W: z coS 0: = Fa: NOA F' • .. • • • • • • . • . • • • •... .. .. • • .. • • Where to Obtain Information Description Design Pressure Mean Roof lieight Roof Slope Aetodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resismnce Mmdmum Attar ftesiglancz Required Uplift Resistance A Tile Weight T#le Dimensions Symbol P1 orP2 orP3 13 B M Mf M: F' F, W 1= length w= width AU calculations must be submitted to the Building Official the time of permit application. Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA ••• . • . • ... ..• • • 123_01 -48 5/03 PAGE 5 • • • • • • • • • . • • .• . • MIAMI.UU� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) U.S. Tile 11403 NW 39 Street Miami, FL. 33178 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The 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 Florida $ufikding Code.. • • including the High Velocity Hurricane Zone. •••• • DESCRIPTION: Caribbean `S' Clay Tile • • •..• • • • • .. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city: st: te and following statement: "Miami -Dade County Product Control Approved ", unless otherwise note:110;4 . • • :. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there lias'been nQ • • • 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 ifl 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 NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 1 of 6 • • • • • • •• • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Clay Wood 1. SCOPE This approves a new roofing system using "Caribbean `S' Clay Tile" as manufactured by U.S. Tile and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Caribbean 'S' Tile N/A ASTM C1167 High profile clay roof tile. For direct deck or battened nail -on applications. Trim Pieces 1= varies ASTM C1167 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley teraiinatigns. varying thickness Manufactured for each tile profile" 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. UST - 003 -02 -01 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 PO402 94 -083 94-084 25- 7094 -(3, 6 & 9) Test Name/Report ASTM C 1167 Static Uplift Testing PA 102 & 102(A) PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 • • •••• •••• • •••• • • ...� -- • • • • • %elk:2005 : • •• • •••• • {hoot • • .. • • •••• • • Wind Tunnel Testing • 4ug.;1994 • • •• • Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 2 of 6 • • • .. • 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 Services Celotex Corporation Testing Services Walker Engineering, Inc. 3. LIMITATIONS 25- 7120 -(1 & 2) 25- 7183 -(3 & 4) 25- 7214 -(3, 4, &7) 25- 7804-4 520111 -3 520191 -2 -1 Calculations Static Uplift Testing Nov. 1994 PA 102 Static Uplift Testing Feb. 1995 PA 102 Static Uplift Testing March, 1995 PA 102 Static Uplift Testing Sep. 1996 PA 102 Static Uplift Testing Dec. 1998 PA 101 Static Uplift Testing March 1999 PA 101 Aerodynamic Multiplier March 1999 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 PA 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. • • • • • • • 3.4 Minimum underlayments shall be in compliance with the applicable Roofing4pptications • • • • Standards listed section 4.1 herein. ••:. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular bathe:4W slope . unless stated otherwise by the underlayment material manufacturers published literature. •• • 3.6 This acceptance is for wood deck applications. Minimum deck regniremenis•alrall be 1:11 • • • compliance with chapter 29 of the .. • • • • • • • • •• • NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 3 of 6 • • • •••• •• • • • • Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Caribbean 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 5.65 N/A 5.54 N/A 5.41 N/A 5.25 N/A 5.09 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Caribbean 'S' Tile 8.3 1.54 1.02 4. INSTALLATION 4.1 U.S. Tile Co. 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 Tile Profile Table 2: Aerodynamic Multipliers - A (ft A (ft Batten Application 0.349 A (ft Direct Deck Application Caribbean 'S' Tile 0.378 ••• • • • • •••• Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) •• • for Nail -On Systems • •• Tile Profile Caribbean 'S' Tile Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nall (Eave Clip) 2.10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) 28.6 5.1 6.9 20.7 43.2 23.1 29.3 27.6 38.1 Direct Deck (min. 19/32" plywood) 41.2 6.8 9.2 20.7 43.2 23.1 29.3 27.6 38.1 • . • • •'t3attens •• •• • • • •••• "V' NIA • •• •1t1 /A • • • • MA • • • • • • • • -- N/A •. N/A • N/A N/A N/A N/A 2 -10d Ring Shank Nails' I 33.1 48.1 N/A 1. Installation with a 3" tile headlap and fastemers are located a min. of 2'A" from head of tile. NOA No.: 054019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 4 of 6 • 1111 • • • • •• •• • • • • • •• • • • •• • ••• • ••• • • • 1 • • • • • • • • • • • • Table 5: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Caribbean 'S' Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Caribbean 'S' Tile Polyfoam PolyProTM 66.5' Polyfoam PolyProTM 38.7 3 Large paddy placement of 83grams of PolyProm'. 4 Medium paddy placement of 24grams of PolyProm'. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems , Tile Profile Tile Application Attachment • Resistance • • • ' I Caribbean 'S' Tile Mortar Set 24.5 • ..111111 III Ili 5 Tile -Tite Roof Tile Mortar. • ••• • • 5. LABELING • • •• •• 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.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 5 of 6 • • • • •• • • • • • • • • • • •• • • • • 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's na o r L ogo, cat• • • • • • following statement: "Miami -Dade County Product Control Approved ". • • • • • •••• • • •• • •• • • • • .• •• • 1 T PROFILE DRAWING END OF THIS ACCEPTANCE 18° • • • • • •• • • •••• • • •••• • • •• •• NOA No.: 05- 1019.02 Expiration Date: 04113/11 Approval Date: 04/13/06 Page 6 of 6 ••• • •••• •••• • •••• • • • • • • • • • • • • • •• • •• • • • •••• • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • •• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. •••• • This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane • • Zone of the Florida Building Code. •••• • DESCRIPTION: Polypro® AH160 •••• • . • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and th�r,�la,been • .R o 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 obange ifa thQ materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorspmegt 8f any • ••••' product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fafldre tb 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 NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. 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.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Test Specifications Polypro+? AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NW which . •••• • .. list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Dimensions N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment •••• Dispensing Equipment • • • '....' •• ••.• •••• • • • •• .. • • • • • Results • •' • .. • 1.6 lbs./ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average valves as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 • • .. • • • •••• • • ... • • •••• .. • • • • • • • EVIDENCE SUBM1'1"1'ED: Test Agency Test Identifier Test Name/I :port Date Center for Applied Engineering #94 -060 TAS 10 04/08/94 257818 -1PA TAS 10 12/16/96 25- 7438 -3 SSTD 11- 3 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11- 3 11/02/95 25 -7492 SSTD 11- 3 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1 23 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 1 8 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 1 3 11/16/94 01- 6739- 062b[1) ASTMS: 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 •• • • • • 520109 -1 TAS 101 : 12128/98 • ' • • 520109 -2 • "' • • 520109 -3 520109 -6 •••• •. • • • 520109 -7 • • • • • .... • • • 520191 -1 TAS 101 • ..93/42 /99 • • • • • 520109 -2 -1 ••'•.' '.;..' • • • • • . • • .• .. • • • • • ••• • • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared R •f Tile Assembly for fire. • •. • rating. LIMITATIONS: 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profile - 3. Minimum underlayment shall be incompliance with the Roofing Appfi '.:ion Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A ; . 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -ST. :K roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section ).4 as modified herein. / F ' 2 w F=•• MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Eacl Generic Tile Pro le • • • • Tile Profile Placement Detail Sing . Paddy Weil it Min. (g ams Two add' Weitht pc] - iadcby j%Jji. _gran*, • N/A Flat, Low, High Profiles #1 , 5 High Profile (2 Piece Barrel) #1 17 /side xi cap an d 3 'pan N /A, Flat, Low, High Profiles #2 '4 : N/A Flat, Low, High Profiles #3 ` 8 INSTALLATION: 1. Polypro® A11160 may be used with any roof tile assemb resistance values with . the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with th corresponding Placement Details noted herein. The roof the use of Polypro® AH160 shall provide sufficient attac based system, to meet or exceed the uplift resistance detc County Roofing Application Standards RAS 127. The at tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components Roofing Application Standard RAS 120, and Polyfoam P Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Appi Products, Inc. Polyfoam Products Inc. shall supply a list < having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is rec The mix ratio between the "A" component and the "B" cc 1.15 (A): 1.0 (B). The dispense timer shall be set to deli\ determined at calibration. No other settings shall be appr 6. Polypro® AH160 shall be applied with Foampro RTF10( equipment only. 7. Polypro® AH160 shall not be exposed permanently to su 8. Tiles must be adhered in freshly applied adhesive. Tile m Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight Details' herein. Each generic tile profile requires the spec LABELING: All Polypro® AH160 containers shall comply with the Sta BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code installation of this system. ' having a current 1\ Component Applic< ile assembly's adhe. .went resistance, ex mined in complianc lesive attachment d: all be installed in at ducts, Inc. Polyprc :ator'approved and approved applicatc tired before applicat aponent shall be ma r 0.0175 to 0.15 pot ved. or ProPack® 30 & ight. 3t be set within 2 to all be in accordance lc placement noted ion section and the ve attachment with essed as an uplift with Miami -Dade a is noted in the roof dard Conditions li n order to properly )A that lists uplift ordance with ) AH160 Operating censed by PoIyfoam to the authority )n of any adhesive. stained between 1.0- _ds per tile as 00 dispensing . ... • • •••• • • with thcgl • . ..rein. • •••• • .. • • • • • • •••• •• . • • • •. • • • • • .• minutes after • ed herein. 'aluate the 10A No.: 06- 0201.02 Exi -ation Date: 05/10/11 Ai ' royal Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 1T to 23 OpOonal2/4'sfor square Inches In contact with the pantile staeP Pftch " POeatlons 2) Tum covets upside dawn. Pine adhesive 1/2 In. To 1 In. From outside edge of lower Ole. Then Install the We. Und i top potflon Cite cave course cover We. Abut to second course of � tiles. cover tiles owe of flush ateave One. Sava closure (mortar shown) Weephole Fascia 6 Nail Uaoagh gristle cement • • • •••t • • • ••I • •••• • • • • • • Sh t?2AIn! • •• e • • . Plt o rar •• w Iongftudinal edges of lOe 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 Nall through plastic cement Underlayment 4 Eava Course 7In. Nall through plastic cement Underlayment 7 In. 2hr. 6 • 41 4r \N\, Eave Course Paddy (Beneath Tile) Fascia Eave Closure • Paddy (Beneath Tile) • •4141• 0000 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Fp °1a• • Weephole • 0000 Eave closure 0040 (It) • • •• • • • • • •• • •• • • • • • •• 4• 00.41 • • • • • • • • • • • • • • • 0400• • • • • •00• • • • • • •• • •• • • • • • • • Nag through plastic cement '.in. x3in. Single paddy on under- Iayment Paddy (between tile) Paddy (under tile) Single paddy on top of tile Single paddy under tile �j e Eave course In. X 7In. medium size paddy eave Fascia ' course only Nall through plastic cement in.x 3 In. Single / paddy on underiayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nag through plastic cement Underlayment Single paddy under file Single paddy between tile 2 in. x 7 In. medium she paddy eave course only i f tA3 in.x 3 In. Single 4In. paddy on under - layment Single paddy on top of tile Eave Course Fascia Weephole • Eave etosure • • • ••••__ Single paddy between tile Eave Closure 2In. x 71n. medium F size paddy eave course only END OF THIS ACCEPTANCE • •••• • • •••• • • •• •• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • •• • • • • • •• • •• • • • •• • • • • • • • • • • • ••••• • • • • • • • • • • • • • •••• • • • • • •• • •• • • • • • • • • • RE ROOF THE EXISTING ROOF TILE TO TILE PERMIT WILL CHANGE OF CONTRACTOR BECAUSE SLAZAR HAS NO WC. 5/13/08 MLD NOC IN FILE NOT VALID FOR JOB BECAUSE IS ®� 0 Passed Inspector Comments ;5 , ,P® /0t 0> 4I,r rl4) �1- i .V. "° y.�.e /eA -3 4 Failed Triii Correction Needed ><) Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 11/10/2008 Inspector: Rodriguez, Jorge Owner: LUC, MARCEL Job Address: 141 100 Street NW Project: <NONE> Miami Shores Village, FL Contractor: MERICK ROOFING INC Building Department Comments Friday, November 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1131010220330 Lot: Page 1 of 2 RE ROOF THE EXISTING ROOF TILE TO TILE PERMIT WILL CHANGE OF CONTRACTOR BECAUSE SLAZAR HAS NO WC. 5/13/08 MLD NOC IN FILE NOT VALID FOR JOB BECAUSE IS UNDER Passed 1114 Inspector Comments CREATED AS REINSPECTION POSITIVE DRAINAGE CC U p L; FOR INSP- 82753. THERE IS NO BEHIND CHIMNEY JR 11/10/08 Failed ._#,) cto 5 . Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 12/02/2008 Inspector: Rodriguez, Jorge Owner: LUC, MARCEL Job Address: 141 100 Street NW Project: <NONE> Miami Shores Village, FL Contractor: MERICK ROOFING INC Building Department Comments Monday, December 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 DEC 0 3 2008 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1131010220330 Lot: Page 2 of 2 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 23 -27 Passed 6 -10 Passed 11 -15 Passed 16 -22 Passed PROPERTY ADDRESS :: OWNER: CONTRACTOR: TILE TYPE: ATTACHMENT:: Testing Equipment: Digital Chatillon DFIS 200 141 N.W. 100 St. Miami Shores Marcel Luc Merrick Roofmg Spanish " S" Poly Foam THIS ROOF HAS: PASSED Marlin Brinson, P.E Lic. No. 60749 1 1 T. 595 W. 18 Street Hialeah, FL 33010 FLORIDA TEC Providing Solutions to the Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. 5 7 7! L l Test Tabulation "ROOF SKETCH" � t qt srz Front www.floridatec.net ROOFING SQUARES: 16 ROOF PITCH :: 3:12 INSPECTOR INITIALS: Hg/Hg TEST DATE: 10 -06-08 —4 Lab Report No. 08- 100056R PERMIT No: RS408 -778 C.A. #: 26095 Lab Certificate: 08 0514.02 Required Testing Force: 35 Ibs Tel: (305) 256 -4550 Fax (866) 333 -6988