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RF-08-1201re roof tile to tile. Tear off dryin, tile. No gas vents. Tile must be color hot mop, underlayment thru. Infraction Passed Comments TIN CAP SPACEING True Passed ` Inspector Co fir; s - . // Stp � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspection Date: 08/07/2008 Inspector: Grande, Claudio Owner: BLANCHE, KEITH Job Address: 10605 2 Avenue NE Project: <NONE> Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: ALLIED ROOFING AND SHEET METAL, INC. Building Department Comments Wednesday, August 6, 2008 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1122310130690 Lot: Phone: 954 - 485 -5922 Page 1 of 2 (Print name and circle License Type) License #: (s 1 S \ Signature State of Florida County of Dade: Notary Public, Sate of Florida at Large Wawa sow tiie€ Deie 10050 NE g Ave Miami Shores, Fl 33138 Phone 305495.2204; Fax 305. 756.8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT I ' O Q(k v L , licensed as a ( On or about 0 rd o , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at \ oG0 `J \\Q_ ca Ave (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. di Sworn to and subscribed before me this ,Zi day of . IA I g 7 6kP ' ' P. SCHATL • �,,, ;�� ; • DD 550926 EXPIRES: =+ .Jober4,2010 s ° BondedThru Buckle NotaryServices `or c03 `General, Building, Residential, or oofing Contractors any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection FS 468 Building Inspector DATE: \ G 02 Engineer / Architect, re roof tile to tile. Tear off dryin, hot mop, underlayment tile. No gas vents. Tile must be color thru. Passed Inspector Comments g_ 1 Z - CC NO (LOD ".k , We) ,R. t /2 . 3 d 04-ist..) CD S) rc, Failed O Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/1212008 Inspector: JOY -10 Owner: BLANCHE, KEITH Project: <NONE> Building Department Comments Friday, August 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 . 4 1 M .. ""i:•?ki• - R MM R i1rt7Yi :•w Job Address: 10605 2 Avenue NE AUG 1 4 2008 Miami Shores Village, FL Contractor: ALLIED ROOFING AND SHEET METAL, INC. Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1122310130690 Lot: Phone: 954 - 485 -5922 Page 1 of 2 Project Address 10605 NE 2 Avenue Miami Shores Village, FL Owner Information KEITH BLANCHE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Cia �fion N1 OVER_ Expiration: 01/10/200 Parcel Number 1122310130690 Block: Lot: Phone Valuation: Total Sq Feet: $ 14,000.00 1988 10605 NE 2 AVE MIAMI SHORES FL 33138 -2060 Contractor(s) Phone ALLIED ROOFING AND SHEET METAL 954 -485 -5922 Cell Phone Type of Work: Re Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $8.40 $2.80 $275.00 $9.00 $6.88 $302.08 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Applicant KEITH BLANCHE Available Inspections : Cell Inspection Type: Tin Cap Final Roof Tile In Progress Up Lift Report Hot Mop 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. July 14, 2008 Date Monday, July 14, 2008 1 `1\ 4 o ' . Rcyr • BUILDING PERMIT APPLICATION FBC 2004 Value of Work For this Permit $ /3 s /P Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building �/ Owner's Name (Fee Simple Titleholder) i (" r I ez Nce-m- Owner's Address f ®6 ®.5' NE .Q 19V City NOR/ SAW Pl/i tate Ft- teration ['New Type of Work: ['Addition �� Describe Work: . Z�COl� . to , i 7 d Submittal Fee $ Permit Fee $ 7 Notary $ ...----- Training/Education Fee $ Z' OV Q Scanning $ - l Oa Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Permit No. RAC bt ter Permit No. Phone # zip 3313B 305- seF- 7/ 0j Tenant/Lessee Name Phone # Job Address (where the work is being done) /0 5' AtE .2 E' City Miami Shores Village County Miami -Dade Zip 3.3/3e FOLIO /PARCEL# /f_223/ -®1'3 ©6pe L®° /oil / e Is Building Historically Designated YES NO Contractor's Company Name NOD bob S'ifCF/ RE741- Phone # , !�� ' S " 5922 Contractor's Address 42 /VW JT C�: ev 6 /' (O W City 71I YvE State FL Zip 333t Qualifier Name 4)Q, ET SCROW -k/ Phone # State Certificate or Registration No. £ CC /3-2 5-S76 Certificate of Competency No. «C 4571 7e,4 Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: /: 1719/ Repair/Replace [' Demolition lid ? iiepit t Z6.- * * * * * * * * * * * * * * * * * * * * ** :* ik ** * * * * * * * * * * *F * * *** ** x**** ****** * * * ** axe * *** * **** x**** *** ** CCF $ 0* WO CO/ C Technology Fee $r Zoning $ Total Fee Now Due $ See Reverse side -* 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. Sign ze �f 0 / ner / The 1 ' 1-1 / A da J lam- is day N who - o :L1€ -&M E A.:1 ...d " +lltl ►:►./_rf rr ��i�: NO' ';? signature o 'a„ 1i s ?M "PD43.481 Expires: MAY 22, 2009 SEAL: Bonded Thru Atlantic Bonding Co., Inc. APPLICATION APPROVED BY: (Revised 07/10/07) AMI -DADE C Print N ame Z 'Sworn r subscribed before me this ( day of A10t''0 FLORIDA i Sign :' Print? Personally known OR, Produced Identificattion My C Type of Identification Produced: STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of actor / Qualifier Rh it/ E3 7W s k.1 P e r S t subscribed before me this II day of � d1® re of Notary Public - State of F a � tP RV Ppe`c SANDRA P. SCHATZ * * M C OMMISSION # 00 550926 EXPIRES: September 4, 2010 vP Bonded Thor Budget Notary Services Personally known OR. Produced Identification Type of Identification Produced: SEAL: 7 wor Plans Examiner Engineer Zoning Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 A dj Sq Footage: 2,024 Lot Size: 14,375 SQ FT Y ear Built: 1948 $25,000 3152421ST ADD TO Exemption: PASADENA PK PB 8-82 Legal S25FT OF LOTS 10 & Description: 11 &ALL LOTS 12 & 13 BLK 15 LOT SIZE $103,7 125.000 X 115 OR 13488-2339 1187 1 Year. 2007 2008 Land Value: $388,988 $371,3 ' > Building Value: , $213,410 $173,99 Market Value: $802,398 L !iks Assessed Value: $138,888 $128,7 Homestead $25,000 $25,000 Exemption: Total Exem • ∎ons: $25,000 $25,000 Taxable Value: $113,888 $103,7 Folio No.: 11- 2231 -013 -0690 Property: 10605 NE 2 AVE Mailing KEITH P BLANCHE &W Address: MAUREEN 10805 NE 2 AVE MIAMI SHORES FL 33138-2060 Sale O/R: 13488 -2339 Sale Date: 11/1987 Sale Amount: $110,000 miamidade.gov Show Me: Ptap rlyhtlmok ri Search By: Sdedlem Text only Property Appraiser Tax Estimator MI Portability S.O.H. Calculator Summary Details: Properly Information: Sale Information: Assessment information: Additional information: property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Land Use Urban Development Boundary ping Non-Ad Valorem Assessments Click here to see more information for this ACTIVE TOOL: SELECT Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2.miamidade .goy /myhome /propmap:asp 4Vit di CI 111111 0 We appreciate your feedback, please take a minute to complete our survey. My Home 1 Property Information I Property Taxes I My Nelahborhood I Property Appraiser If you experience technical difficulties with the Property Information application, please click here to let us know. E -mail your comments, questions and suggestions to Webmaster 112 ft Home I Using Our Site I About I Phone Directory I Privacy 1 Disclaimer MiAMI-I3�►UE Legend N Property Boundary Selected Property , Street if Highway Miami -Dade County Water 1 of 1 4/8/2008 9:20 AM • • .•. • • •• STosAN Florida Building Code Ediion 2Q04 High Velocity Hurricane Zone Uniform Permit Application Form Master 1 P Contra Job \ \\ ❑ Low Slope ❑ Asphaltic Shingles Ire Section A (General Inffil ati_ n); lied Roofing & Sheet Metal•• ; NE 2nd Ave •• ROOF CATEGORY • • • • • ... . . •••• • • • • ['Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 0 1,988 • • • • •.. ••• •. • .. ••. • ... .• Prodes8 No. • ... • _ • • • • ••• .. • •• • •. • . • 0.1 2008 .. • •• °J p WINO . .. �FY 000000000 ■ Mechanically Fastened Tile © Mortar dhesive Set The ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Total (SF) 1,988 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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"..U•a••a••••l •••rl• ■rI••••Il• milEmi■ 111a•■ Ua■ e•a• •a•••a■a■••••••a•1a•••••aa•ammo •••a••a, mimmIm._ = until•• i• II•••• 111•• e• eelea••• e•• ela ea• Y•1•aee••••e•••aa•CaU•ee•••••es = wimawlr'_.aT�13 tv use• a••••• ee •ae••ea•••eA••a••e•aee•a•e•ee• malu•a•umma •••••• r r• C,. tim1m: iYP' Sii• a• amiaa•a•• a•• aaaa•a•. 4^► a aa••a•U••••Uaaa•a•••U••••••a••r per" 1rarem1ttwiYiia i• Uaa• aa• a•••• a• X••••a• a• aa••t• a •••a•a••••a•a•aaaaaaUa••a•••••i 1racz.1•i••••••••••41rzaremr k1•a• 11•• a• ea ••ala••aae••••a•••a••••aa••aa•a aU•aa••emmo t! ! •a••alrzwilmtr1133iY•••y! : 1 a••••••••a•••••ae••m•••••••••i •p•I■ _ • • • ••- Roof System Manufacturer: Roof Tile, Inc. - _ Hanson •• • • • •• ••• •• • .• ••• Notice of Acceptance Number: 07- 09140$ • • • •.: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: 45 Pmax2: Pmax3: _95.1 Maximum Design Pressure (From the NOA Specific System): 86.61 Method of Tile Attachment : Poly Pro AH 160 • • ••• • • . • •• Roof Slope: 4:12 Deck Type: Ridge Ventilation? N/A Mean Roof Height: 12' • • • • • • . • • • • • • • • Florida Building Code2dijoJt2Q : : •:. High Velocity Hurricane Zone Uniform Permit Application Form Section .D (Steep Slopec4RB Uf S:V st, m) :': •:• • • • • • • • • • • • • • • • • • • • • • • • • • • • • Sloped System Description Minimum 1/2" CDX plywood ype Underlayment. Insulation: ASTM D 266 type 2 - 30Ib Felt N/A Fastener Type & Spacing: Adhesive Type: N/A Type Cap Sheet: ASTM D 312 type 4 Asphalt Roof Covering: 11/4 "rs nail &15/8" tin cap 6 "oc lap & 12 "oc 2 rows in field ASTM D 249 - 90Ib. Type & Size Drip Edge: Hacienda Double. Roll Roof Tile 26 ga. 3" x 3" drip edge nailed 4" o.c. staggered w/ ring shank nails • • • • . • .. • • • • • • Florida Building Code Edition2004 ::: :.:. High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Cale lation •• • ;'; • •;• ••• .. • •••• For Moment based tile systems, choose either Meth 1 c Ar 2. Co the %a for M with the values from Mf. If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. • .. • Method 1 "Moment Based Tile Calculation's Ce>r l2AS127" : (P x A. 0.289_= 13.01_)- Mg: 6.69 = Mri 6.32 • NOA'1VMf 86�b (P x X 0.289_ = 27.48_J - Mg: 6.69 = M 20.79 _ NOA Mf_ 86.61 (P 95.1 x X 0.289_ = 27.48_)- Mg: 6.69 _ = M 20.79 NOA M 86.61 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mf Roof Slope Mr required Mome9S, Resistance* 25 30' 40' 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *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" (P x l: = x w: = ) - W: x cos B.• = F NOA F' (P : x 1: = x w: = ) - W: x cos B: = F NOA F' (P x 1: = x w: = ) - W: x cos B.• = F NOA F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 0 Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance M NOA Required Moment Resistance M, 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. • • ••• • • • •• • MMI�L)ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL 33442 • • ••• •• • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • ••• • • • • • .. • • • • • • • • MIAMI -DADE COUNTY, FLORIDA •$LETitb- DADLeTLAb1.ER BUILDING • • • • • • • • • • • • • • 140 wojs1F4IGLEIS SgI$EIF, SUITE 1603 • • • • • • •MIAMI,•FLORIIDDA 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 Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (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 Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acerb NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 1of7 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofmg system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Soun4 Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson "Hacienda" Trim Pieces Product Wood Battens Tile Nails Roofing Roofing Tile Concrete Dimensions Length: 17 Width: 13" Ye thick Length: varies Width: varies Varying thickness Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" Test Snec fii cations TAS 112 TAS 112 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Test Specifications Wood Preservers Institute LP — 2 TAS114 Appendix E • • • • • • • • • • • Corrosion resistant screw or smooth shank nails • • • • ... • • .. .. • • • • • • • .. • • • • • • • • .. • ••• . .. • • • • .... .... . . . • • • • • • • • • • .. • . ... .. • .... • • • ... • • .. • • • .. ... .. • • • • • • • • .. .. • ......S Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product Description Manufacturer Salt pressure treated Generic or decay resistant lumber battens (With current NOA) Generic (With current NOA) NOA No.: 07- 0914.06 Explration Date: 12/16/12 Approval Date: 12/06/07 Page 2 of 7 Product #8x 2 1/2" long Tile Screws 0.335" head dia. TAS 114 0.131" shank dia. Appendix E 0.175" screw thread dia. Clips Hurricane Clip & Min. Y2" width TAS 114 Fasteners Min. 0.060" thick Appendix E Clip Fasteners Min. 8d x 1 IA" Celotex Corporation Testing Services Walker Engineering, Inc. . Calculations IBA Consultants, Inc. Test , .. Product . Dimensions ,Specifications: ' : . bas i4lit$ .::Ntaitufacturer . • • • • . . 528454 -2 -1 520109 -2 2381 -249 • . . .. • • • ... • • • • • .. .. • • • • • • • • . • • • • ... • • • • • • • • • • • • • .. • • • • ... • • • .. • ... • • ••. • Corrosion resistant, coated, square drive, Generic van �ze�l� come ' 0 1 . (Wits current NOA) thteIld SVt : .. .. • ......l Corrosion resistant clips with corrosion Generic resistant nails. (With current NOA) 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Redland Technologies 7161 -03 PA 102 7161 -03 PA 102(A) 7161 -03 PA 108 PO402 Withdrawal Resistance Testing of screw vs. smooth shank nails P0631 -01 PA 108 Letter Dated Aug. 1, 1994 PA 108 Professional Service 224 -47099 PA 112 Industries, Inc. The Center for Applied 94 -060B PA 101 Engineering, Inc. 94 -084 PA 101 25- 7094 -1 PA 102 25- 7094 -7 PA 102 25- 7094 -4 PA 102 Project No. 307025 PA 100 Test #MDC -76 25- 7183 -1 PA 102 25- 7183 -2 PA 102 25- 7214 -2 PA 102 25-7214-6 PA 102 PA 101 TAS 112 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Sep. 1998 Dec. 1998 Aerodynamic Multiplier March 1999 09/20/07 NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 3 of 7 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12° 7 ": 12" greater Battens or Direct Deck Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 • 5.41 6.22 4.2 Data For Attachment Calculations • •. • • • • • • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• 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 in accordance with RAS 106 may be required, refer to applicable bflfldjnil code.:' • : " • " 3.3 Applicant shall retain the services of a Miai - 13acie u ty' Certified Laboratory to perform quarterly test in accordance with TAS` 112, appendix 'Ai •Sued testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 4 of 7 Table 1: Aerodynamic Multipliers - X ft Tile Profile X (ft X (ft Batten Application Direct Deck Application Hacienda Tile 0.267 0.289 4.2 Data For Attachment Calculations • •. • • • • • • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• 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 in accordance with RAS 106 may be required, refer to applicable bflfldjnil code.:' • : " • " 3.3 Applicant shall retain the services of a Miai - 13acie u ty' Certified Laboratory to perform quarterly test in accordance with TAS` 112, appendix 'Ai •Sued testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson 'Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 4 of 7 Table 3: Attachment Resistance Expresfetl a Va flevehl - Wit A !'Ib ' For Nail -On Systents: : : : : : : Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) . Direct trick • (Min. 19/32" " ::ppwddd): •'• • • ' Battens • Hanson Hacienda Tile • 2 -10d Ring Shank Nails • 27.8 ' . • • 37.E • ••• • ' 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Feld Clip) 24.3 24.3 • 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0. 67.5 50.9 1 Installation with a 4° tile headlap and fasteners are located a min. of 2 from head of tile. Table 4: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TileBond Poiytoam Product, Inc. Average weight Average weight per patty 11.4 grams. . per patty 8 grams. •. • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 5 of 7 Table 4A: Attachment Resistance Expres ed'sts a M'om&it - Mf ift lbf) For Single Patty Adhesive Set §ystelnp : : :: : Tile Profile Tile Applicatiort • • " Mininflum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyPro':" • • .'. 20.60 ;•• ;'• .86.61 Polyfoam PolyProTm "• ' ' 101 :' '4.5.5b . 4 Large paddy placement of 54grams of PoiyProTM. • • • • • • • ••• • • 5 Medium paddy placement of 24grams of PolyProTM. Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • - • • • ••• • • • • • • • • • • • • • -•• • • • • ••• 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 6of7 FASTENER HOLES UNDERLOCK • • .. • • • • • • • • • • tvl END OF THIS ACCEPTANCE • • • • • • . • • • • • ... • • • • • • ••• • • • • PROFILE DRAWINGS, ,,, • , • • . • • • • • . • • • • • • • • • . . • • . • • • • • • . • . • • • . ... .. • • • • • . ••• • • HANSON HACIENDA CONCRETE RQOF,3'�.$ ; ° • • • • , • • • • .. .. • ......S • OVERLOCK NOA No.: 07- 0914.06 Expiration Date: 12/16/12 Approval Date: 12/06/07 Page 7 of 7 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 AI-IJ 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® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. • • ••• • • • •• •• • • • • ••. • • • • • • • • • • • • • • '• • •• • • • • • • • • • 11 • • • •• • • • • • •.• • • •• • • • • • • • 1141IN1 FLORIDA • � • M€TRO -fi.DE } AG1 E4BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 • • • (0061 3t5190,1• • FA, X4(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 Polypro® AH160 Foampro® RTF1000 N/A ProPackII 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Density 'Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Property Roofing Roof tile adhesive Polyurethane Dimensions Test Specifications N/A TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTIVI D 2856 • • 0.0 • • • ... .. 00 • • • .. 00 • • • • 00 • • • • • • • • • • • • • 000 • • • - • 000 . • .. • • • • • • • • • .. • • • • • • • • • • • •• ... • • • • • • • ... • • .. • • • .. 000 00 • • • 000 . . . 0 00 • • 0 ▪ ' . . . . . . • .. • • • • 0.000 00 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 Perin / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 °F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBM1'1"fl D: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1 PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739 -062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • •• • ••• • • • • ••• • Test Name/Report Date 'TAS 1111. • • • • •04/08194 7'AS lbs1 • • • 12x16(96 SSwlf - ••• • ;.t0w% SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 • • • • • • • • • • 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 TAS 101 12/28/98 • 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer• to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 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 -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. +F W 2 .` 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 Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. (grams) N/A Flat, Low, High Profiles #1 High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan 24 N/A Flat, Low, High Profiles #2 N/A Flat, Low, High Profiles #3 8 • ... • • • • INSTALLATION: • • • • • • • • • • • • • • • • • .• • • ••• • • 1. Polypro® AH160 may be used with any roof tile assembly having a curren • t NM' lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Compeeent fpplicatiel. section cad the corresponding Placement Details noted herein. The roof tile assembiy r adhesr hmeie with the use of Polypro o AH160 shall provide sufficient attachment .pis fatjce; glpteslell g$ ap uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polyproo AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120; and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampm RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •. • • • • • • • • LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • ••. • • • ••• • •• • .. • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • •• • ••• • ADHESIVE PLACEMENT Di frAIL•1 • • • ' • • • • • SINGLE PATTY • : • • • • • '.' •. • 1) Place enough adhesive to actdeve 11 to 23 °Oenal 2c4's for square Inches Incontect nth the pan die dae aPPlicatkIng 2) Tian covers upside down. Place adhesive 1t2 h► Tot It From outside edge of cover tile. Den bstafl the tfla top patron oldie me course wveria Abut to second cone of �combs ere Misfit eavenne. Eaveclosure Weephole Fascia B (mortar shown) Man through plastic cement Optfonal . Pohl- upboriar OD longitudinal edges ofWe Shedeg NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5of7 • .... • . • . • . •• •• • • • • •. •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • ADHESIVE PLACEMENT DI4TAIp2 • • • • • • • • S INGLE PATTY � . . •.• .• • • •.• • • • • •• • • •. .... • • • • • • • • •• •. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 Nall through plastic cement ADHESIVE PLACEMENT I�JCAjL` 4 •. . ; •: •, • DOUBLE PATTY • • • • • • • • •.• • Paddy (between tile) Paddy (under tile) .r 3 in. 1 x 31n. Single pity on under- laymont on top of � under the Single paddy on top of tile 21n. XI in. medium size paddy ia ' course only Ease Course Eave course •. • ••• • • • ••• •• •• • • • .• •• • • • • • • . • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• •• • • • •• ••• •• • • • • • • • • • • ••• • • • • •• • Single paddy underlie • • • ••• •• Single paddy between the 21n. x 71n. medium size paddy save course only Nall through plastic cement Underiayment r ►n.x 3 In. Single 4In. paddyon under- layment Single paddy on top of tile Ease Course Fascia Womble Eave closure Drip edge Single paddy between tile Eave Closure 21n. x 7 in. medium Fad 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 1524.1 Scope, As it pertains to this section, it is the responsipflltypf Shetoolfy.Qitfrftbr to'provide the owner with the required roofing permit, and to explain to th6 ti,1e cdntbnt bf thi section. The . provisions of Chapter 15 of the Florida Building Code, Building fJbvvri l tRo im&ti u ireigrements and standards of the industry for roofing system installations: 'Additionally, the following items should be addressed as part of the agreement between.the owner and the contractor. The owner's initials in the designated' space indicates that the item has been.explained.. • 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zones) are for the purpose of providing •that the roofing system meets the wind • • resistance and water intrusion performance standards. Aesthetids (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues Such as.color or architectural appearance, that are hot.part of the zoning•code, should be addressed as part of the agreement between the owner'and the contractor. 2. • Renailing: Wood Decks: When replacing roofing, the existing wood roof deck may have to . be renailed in'accordance with the current provisions of• Chapter 15 (High Velocity Hurricane Zones). •The roof deck is usually concealed prior to removing the existing roof system. 3. Common Roofs: Common roofs are 'those which have no visible delineation between neighboring•units (i.e., townhouses,•condomihiums, etc.). In buildings. with common rods, the roofing contractor and/or owner should notify the occupants .of adjacent units of roofing. work to be perforated. 4, . Exposed Ceilings: Exposed,"open beam ceilingsare 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. This, provides the option of maintaining this appearance. • 5. Pondering 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 thenew,rooting • 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 flows off so•that the roof•is not.overloaded from a buildup of water. • Perimeter /edge walls or other roof extensions may • block this discharge If overflow scuppers (wall outlets) are not provided:' It maybe necessary • to install overflow scuppers in accordance with.the requirements of:. • • T. 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 reduced. It may be•beneficial to consider addfional.yenting which can result in extending the service life of the roof. Form AB-326 ( Page 2 oil) New 10/135 • • •••. • • •. ••• •• •• • • • 0• •• • •' • • • • •• • •• • • •• . • • • ••• • • • • . • • • • • • • • • • ••• • • • • ••• • SECTION 1524 HIGH VELOCITY HURRICANE•ZONES • • • REQUIRED' OWNERS :NOTIFICSI N•FOR RdoP1NG :: • CONSIDERATOIS: :: • ::: . • • • ••• • • • Io Date • o - c or's Signature NOTICE OF COMMENCEMENT A RECORDED CORY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION STATE OF FLORIDA: COUNTY OF MIAMI -DAD THE UNDERSIGNED her t, =:' - _ ents 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: /Neer .1/Z 2-10401 2. Description of improvement: /t / Ttk Q ' \e 3. Owner(s) name and address: r e i \ I V Gh C 1060'5 Oe. « 2 Ave t.k rnI ' oyeS 1 33138 Interest in property: Name and address of fee simple titleholder: P14 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ (4., 6. Lender's name and address: 'VE 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 Statues, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's NO-tree as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date differen is •I PJ. '''' / /f at ��� Prepared by Sworn to and subscribed before me this 9 day of APt1 , 200 Print Owner's Name Notary Public Print Notary's Name °`, ,' EXPIres My commission expirAleftdedihru Atlantic 123.01 -52 PAGE 4 12/05 N C-8TATE OF PLO' ►A eph #D1)431581 Y 22, 2009 ailing Co., Inc. S, r ALLIED ROOFING & SHEET METAL, INC 2801 NW 55TH CT. UNIT 5W FORT LAUDERDALE, FL 33309 CFN 2008R0303434 OR Bk 2623 Fs 13561 (1tss) RECORDED 04/14/2008 11:40 :53 HARVEY RUV'IP #r CLEhK. OF COURT LAST PACE. courts C.C. 11118il1I111il1111 °'i 111 11111111 this I otic'e of Commencement: (the expiration date is 1 year from the date of recording unless a Address: re roof tile to tile. Tear off dryin, hot mop, underlayment tile. No gas vents. Tile must be color thru. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/24/2008 Inspector: Rodriguez, Jorge Owner: BLANCHE, KEITH Job Address: 10605 2 Avenue NE Project: <NONE> Miami Shores Village, FL Contractor: ALLIED ROOFING AND SHEET METAL, INC. Building Department Comments Tuesday, September 23, 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 1122310130690 Lot: Phone: 954-485 -5922 Page 2 of 2 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 23 -28 Passed 6 -10 Passed 11 -15 Passed 16 -22 Passed THIS ROOF HAS: PASSED Reviewed bv: arlin Brinson, P.E Lic. No. 60749 595 W. 18 Street Hialeah, FL 33010 FLORIDA Providing Solutions to the Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRESS: 10605 N.E. 2 Ave. Miami Shores OWNER: Blanche CONTRACTOR: Allied Roofing & Sheet Metal TILE TYPE: Double Roll ATTACHMENT: Poly Foam FAILED I l THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. et Ta bu lation "ROOF SKETCH" www.floridatec.net PERMIT No: RF7 -08 -1201 ROOFING SQUARES: 19 ROOF PITCH :: 3:12 INSPECTOR INITIALS: Hg/Hg TEST DATE: 09 -05 -08 Lab Report No. 08- 090044 C.A. #: 26095 Lab Certificate: 08- 0514.02 Required Testing Force: 35 Ibs Front Tel: (305) 256 -4550 Fax (866) 333 -6988 re roof tile to tile. Tear off dryin, hot mop, underlayment tile. No gas vents. Tile must be color thru. Inspector Comments ' -27, 07 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . {47777 Y<ta a01TI�l Inspection Date: 08/27/2008 Inspector: Rodriguez, Jorge Owner: BLANCHE, KEITH Job Address: 10605 2 Avenue NE Project: <NONE> Contractor: ALLIED ROOFING AND SHEET METAL, INC. Building Department Comments Tuesday, August 26, 2008 Miami Shores Village, FL 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 1122310130690 Lot: Phone: 954 - 485 -5922 Page 1 of 2 re roof tile to tile. Tear off dryin, hot mop, underlayment tile. No gas vents. Tile must be color thru. �\ k• 1 ■Ifilf Passed I I Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 981431.2808° 48114t1 Inspector: Grande, Claudio Owner: BLANCHE, KEITH Job Address: 10605 2 Avenue NE Project: <NONE> Contractor: ALLIED ROOFING AND SHEET METAL, INC. Building Department Comments Tuesday, August 12, 2008 Miami Shores Village, FL 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 1122310130690 Lot: Phone: 954 -485 -5922 Page 1 of 2