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RF-13-1838
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 200370 Permit Number: RF -8 -13 -1838 Scheduled Inspection Date: October 04, 2013 Inspector: Rodriguez, Jorge Owner: ALVAREZ, NESTOR Job Address: 1515 NE 104 Street Miami Shores, FL Project: <NONE> Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1122320320120 Contractor: INNOVATIVE ROOFING Phone: (954)324 -5825 comments RE -ROOF Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP- 197200. Dryer vent screen still unresolved October 04, 2013 For Inspections please call: (305)762 -4949 Page 8 of 11 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 198539 Permit Number: RF -8 -13 -1838 Scheduled Inspection Date: September 06, 2013 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Cap Sheet Owner: ALVAREZ, NESTOR Work Classification: Tile Job Address: -1616 NE 104 Street Miami Shores, FL Project:. <NONE> Phone Number Parcel Number 1122320320120 Contractor: INNOVATIVE ROOFING Phone: (954)324 -5825 Isunai RE -ROOF comments INSPECTOR COMMENTS False NOT READY Inspector Comments Passed ANTHONY 954 - 369 -8691 TO RE- SCHEDULE THE CAP SHEET l�- Failed S T4 lam,, ems° Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. September 05, 2013 For Inspections please call: (305)762 -4949 Page 25 of 29 V11 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 (� INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING Permit No. PERMIT APP L CATION Master Permit No ° Permit Type: BUILDING ROOFING JOB ADDRESS: 1 s t S Q e 10(f . City: Miami Shores County: Miami Dade Zip: 3 313 9 Folio/Parcel #: Is the Building Historically Designated: Yes NO V Flood Zone: OWNER: `Name (Fee Simple Titleholder): Iq lE S� R. b n `-� �EZ° Phone#: Address- 1 G I NF— 1 ®y 'ST-. - -- - -- City: fA I PV M 1 RO-fk�� State: — Tenant/Lessee Name: Email: CONTRACTOR: Company Name: to O D V IiTl U_� R ej 10 (3�- Phone#: Address: 3 9L (0 ® OQ L3 '@L S 10fo c m 1pl� -J ® ®'F_ City: J Om P �O Ql oG W State: �""t- Zip: q Qualifier Name: J04-11) ► 11' ! k^^,9 L2" Phone#: 3 1 State Certification or Registration #: C1 C_ C ( 3 Q1Ct (0S 19 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: 0 I ( Value of Work for this Permit: $ aG,()MC Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New R(Repair/Replace ❑Demolition Description of Work: ?e,- (zo e Color thru tile: WNW QQ L0 R \l 1 t,t_.,Pt- Q 0 Submittal Fee $ 60 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Notary $ Radon Fee $ Training/Education Fee $ DBPR $ Bond $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Al Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 2 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi h�occ rs7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app �d a ction fee will be charged. Q.Wrr orJAgent The foregoing instrument was afcknowled d before me this i 2 day of 2011, by. \JI�FS-M i �✓AR�L-` , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign- Signature Contractor The foregoing instrument was acknowledged before me this 12 day of PW , 20 U, by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: l.sl.x�•- t..c�5'�� Print: Print: tPR" Ppg� JdARILYN ANN 0A$ANO My Commission Expif *;:- MY COMMISSION # EE 018581 My Commissi0 E es RhY GOMMISSlON # EE 016581 EXPIRES: September 19, .2014 Ngtary Bed EXPIRES: September 19, 2014 � BandedThru9udget Bonded TheuBudONotery Ser*ee APPROVED BY % f Plans Examiner Zoning Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk A� EP , CERTIFICATE OF LIABILITY INSURANCE DATE (MMMONYYY) 8/l/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. Box 1927 Pompano Beach FL 33061 CONTACT NAME: PHONE (954) 943-5050 AI No: (954) 943 -5417 E-MAIL DDRESS• INSURER(S) AFFORDING COVERAGE NAIC # INSURERA:Starr Indemnity & LiabllitV 38318 INSURED Innovative Roofing, Inc. 3260 NW 23rd Avenue Suite #300 Pompano Beach FL 33069 INSURERS: /25/2013 INSURER C EACH OCCURRENCE INSURER D: D GE To MIS Ea occurrence PREM INSURER E: MED EXP (Any one person) INSURER F: PERSONAL & ADV INJURY CAVFRArFR CFRTIFICATF NUMRFR- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL UBR POLICY NUMBER MM/IDDD EFF M�MIDD EXP LIMITS A GENERAL LIABILITY R COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ® OCCUR SIPGGL0031001 /25/2013 /25/2014 EACH OCCURRENCE $ 1,000,000 D GE To MIS Ea occurrence PREM $ 50,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X1 PRO LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS NON-OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WC STATU- OTH- I E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE, $ E.L DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) State of Florida Roofing Contractor rGRTICIrATG unl nGR cANr_FI 1 ATInN (305) 756 -8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village . ACCORDANCE WITH THE POLICY PROVISIONS. 10050 HE 2nd Avenue Miami Shores, FL 33138 AUTHORRED REPRESENTATIVE Dirk DeJong /JC ACORD 25 (2010105) INSn25 / ?nimm m C 1988 -2010 ACORD CORPORATION. All ngnts reservea. Tha arnRn namo nnrl Inn^ aro rnnic4orcrl morlra of ArnRn CERTIFICATE OF LIABILITY INSURANCE DAYS 713112013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (Res) must be endorsed. If SUBROGATION IS WAIVED, subjectto the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsemen s PRODUCER COIRIA T NAME PwRa MN, � 1-80D- 277 -1820 x4600 w, 727- 797 0704 Bees: FRANKCRUM INSURANCE AGENCY, INC. INSURER 3 AFFORDING COVERAGE NAIC# 100 S. MISSOURI AVE. INSURER A. FRANK W INSTON CRUM INSURANCE CO. 11600 CLEARWATER FL 33758 INSURED INSURER B: EACH OCCURRENCE INSURER C DAMAGETO RENTED PREMISES Me eoaarmroa $ INSURER D: tfiBDBXP ona arson FrankCrum 1 -800- 277 -1820 INSURER M CWDdB -EdAOE =OCCUR 100 S MISSOURI AVENUE 13NSURER F: CLEARWATER FL 33758 THIS IS TO CERTIFY THAT THE POUOIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, W TYPE OF INSURANCE AROL )NOR SUBR WM POLICY NUMBER POLICY 2PP (MM WYYYYI IroLICY E%P (M6TWDPl " LIMITS MIAMI SHORES VILLAGE, FL 33138���r GENERALLWBILRY COMMERCIALGENERALUABILITY EACH OCCURRENCE $ DAMAGETO RENTED PREMISES Me eoaarmroa $ tfiBDBXP ona arson $ CWDdB -EdAOE =OCCUR PERBONALdADVNUURY $ OENERALAGGRESATE $ GEN'LAOMWEATEUNTAPPUEB PER: PRODUCTS- OOMPWPAGG POUCY PROJFAT — OOMBINED 8 LIMIT UrO@TOSME LIABILITY $ BODILY Raw (Par PWn) ANYAUTO BODILY RJJURY (Par woldw* - $ ALLONMED SCHEDULED AUTOS AUTOS NON-OWNED HIREDAUTO8 AUTOS PROPERTYDAMAGE $ $ UMBR JA UAS OCCUR EACH OOOURRENGE $ I AWREOATE MOM UAB IMAIVOMAM DBD REI8NTIQNS $ A WORKP.n$OOMPENBATIONAND W0201300000 1!112013 1/112414 X TORYYUUMITDTS ER LL EACH ACCIDENT $1000 000 EMPLOYERS'LIASLITY ANY PROPRIETOMPARTNER10mounve OFPICERIMEMBER EXCLUDED? rym, NIA (Mendstory In NH) Uyes,dwc*eur,dm E.LDISEASE- EAEMtuovEE $1000004 S.L. DISEASE -POLICY LIMR $1.000,(104 DEBCRIFMON OF OPERAMON86elm DESCRIPTION OF OPERATION$ I LOCATIONS IVEHICLES (AltaahACORD 101, Additional RmtwW Schedule, It mom epaae le m*dnr,l) EFFECTIVE 08/2712012, COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO INNOVATIVE ROOFING CONCEPTS, INC. (CLIENT) FOR WHOM THE CLIENT IS REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. 01988 -2014 ACORD CORPORATION. AD rights reserved. INNOVATIVE ROOFING INC. The ACORD name and logo are registered marks of ACORD W745 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL. BE DELIVERED IN MIAMI SHORES VILLAGE ACCORDANCE WITH THE POLICY PROVISIONS, ATTN: BUILDING DEPARTMENT AUTHORIEEDREPRESERTATIVE 10050 NE 2ND AVENUE MIAMI SHORES VILLAGE, FL 33138���r 01988 -2014 ACORD CORPORATION. AD rights reserved. INNOVATIVE ROOFING INC. The ACORD name and logo are registered marks of ACORD W745 ith 1 , . - - - Shores Village.: e A th FBI In a�� T 5_1 Pi its r, *a aid the "o, on� 1. costs 9; nq i The costs of any prov, 0 z. f` uhf be-shown on the 1 costs include demolition, raw and finiih6a (*elude those donated), labor (includin g voiuifkaati self pe&)>' constrictionp 4*-*0n'16d1 magement, and 6" of which are to be included AW-41fag- luded is attached for your reference. (A Copy 6ftheCdifftct must be attached) PROPEIM, OWMM.- E!�� , -gar Ck ADDRESS: FOLIO NUMBER:* FLOOD ZONE-. BASE FLOOD "FREEBOARD : T OF FL.CCCf, COST OF PAST DIPROVEMENTS, (12 MONTHS): COST OF PROPOSED IMP]kQVM,., 2. coo ,(*TTAJPI �q,?YqgjCQN1MAPn 3e).e 00D dW TOTAL CUMULAT COST Q MROVEMENTS (past and proposed):.... VALUE OF PRINCIPAL 9* OWNERS SIGNATURE: appraisal): DATE: PLAN SIGNATURE: —DATE: REVIEWER SUBSTANTIAL IMPROVEAU (NOTE. THISLISTISINTENDED FOR ITEMS TO BE INCLUDED ALL sRdc:LIsTS, 1A1CLUDN(§ �a Foundations including > '' 4:, Exterior walls,,, Dearing Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows/Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures,,,; . . Flooring, Tile, Cirpe't, b`tone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Woter:Systems including Softeners /Filtration Created on June 2009 4PNOTALL INCLUSIVE) } 41A,; All Labor and other .Co is associated with De`s ��i tiron; i eini3v�ir ti laoliig A Insf�ir 'r`:iltenguilling COn'I QR®IIP t:.�, . fr�struct4rl Managgment /Supervision Equivalent cost for Donated Materials Volunteer Labor ( induding o*hbrs and friends) Any Improvements Beyond Pre =diit aged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EX& UpED 4.; Plans and Specifications . SuNey CO$ts; T; -• , . Elevation Certificate Costs Permit fees Items not ooi!isicdered ;t61U` tEAL Property Rugs, Furniture, Refrigerator, OA 21 a 'mces not Built�n uoi ng; Landscaping Patios Fences Yard, lights Sheds Gazebos Irrigation Pool 8/12113 PrSearch Departments Home I ,. MIANII-DAN COUNTY PROPERTY ER IWICarlos Lopez-Cantera C.11 3-1-1 1 1 ,Search. Property Appraiser Exemptions & Real Estate Tangible Public Online Tax Roll About Us Contact Us Home Other Benefits Personal Property Records Tools Administration The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directly for additional information. _._ ................._......._...................,....... .............._.._........._... Facelwok Twitter Search: I Folio, Owner Name or Address Enter either folio, owner name, or address. Selected Property Information Back to -suits Property Information Rill Legal Description Assessment Information Benefits Information Sales Information Additional Information Featured Online Tools Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes Additional Online Tools Property Sales Folio: 11- 2232 - 032 -0120 Property Address: 1515 NE 104 ST Owner: NESTOR D ALVAREZ Mailing Address: 1515 NE 104 STREET M AM SHORES FL 33138 - 0 s�ar'� Street Wp I Aerial Map gIsweb miamldade goWPrgxwtfAarcW 112 Property Information Primary Zone: 1300 SGL FAMILY - 2801 -3000 SQ Land Use: 0001 RESIDENTIAL - SINGLE FAMILY BedsMAhs/Half: 412/0 Floors: 1 Living Units: 1 Adjusted Sq. Footage: 2,757 Lot Size: 8,925 SO FT Year Built: 1981 - 0 s�ar'� Street Wp I Aerial Map gIsweb miamldade goWPrgxwtfAarcW 112 t ' zF) 3 -19 3 Y l 16dda l3tilcnng Coda Edition 2010 { - �+-� tlaMcaut+� Zom� wwwm Pemo Ap peaman w.m. ! SOCOm A (Gomral Lafon at s ` Process No. M I tern 1 sNoRt-: cAr��ot�r . S_e�— A4&-ej� JS Qs7�� .A !� F c d" •' `i 5 t w 47 i tit Ut,5 f ry N N � •r Flo"ift Budding Cods 201Edition High 9faga-ty Hwdcow Zone Uniform Permit Application Form D Type= �s 3 -.12 Nkip Y ? fj /lar 't ao 16, I\J/A- fiI p & T f�a+rJ POI Ls �' PLO !110 & ae cam► 1 3X3 ''.U1 0 december calendar 2013 - Google Search Page 7 of 12 Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92615 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid air the expiration date stated below. The Miami -Dade County Product Control Section (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 revolve, modify, or suspend the use of such product or material within their jurisdiction. PE11A reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section 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: Vida 900 Concrete 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 prods. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 11-071 3.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera, NOA No.: 12-0308.20 C�1J Expiration Date: 09/21/16 ..' Approval Date: 06/21/12 Page 1 of 7 https:llwww.google.com /search ?q= december+ calendar+ 2013 &tbm= isch &tbo-- u&source —u... 8/7/2013 december calendar 2013 - Google Search ' ROOFING As3EMBLY APPROVAL Category; Ming Sub Category: Roofing Tiles Material: Concrete 1. SCOPE Page 8 of 12 This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Rooting, LLC in Lake Wales, FL. 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 TAS 112 Test Product AnnliCOUt Dimensions Specifications DescAtpfiou Monier Lifetile LLC Villa 1 =17" TAS 112 Low profile, interlocking, high pressure extruded 900 w= 13" concrete roof the equipped with one nail hole and ? thick 94-084 double roll ribs. For direct deck or battened nail - TAS 101 (Mortar Set) P0631 -01 on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Nutting Engineers Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies aPi�C3VED Test Name/Re�rt 13343.1 TAS 112 7161 -03 Static Uplift Testing Appendix III TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Appendix H TAS 108 (Nail -@n) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94 -060B Static Uplift Testing TAS 101 (Adhesive Set) 94-084 Static Uplift Testing TAS 101 (Mortar Set) P0631 -01 Wind Tunnel Testing TAS 108 (Mortar Set) Date Apr, 2006 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 12-0308-20 Expiration Date: 09/21/16 Approval Date: 0641/12 Page 2 of 7 https: / /www.goNle.coml search ?q= december+calendar+ 2013 &tbm= isch &tbo-- u&source —u... 8/7/2013 december calendar 2013 - Google Search y , 2.2 : EviDENCE SuB1ViimD Test ,Agency ]Cast Identifier Redland Technologies 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 Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Test NamelRe�rt Wind Tunnel Testing TAS 108 (Nail -On) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing TAS 101 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848-6 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moment Due to Gravity Page 9 of 12 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 March 1995 February 1996 April 1996 December 1996 May 2006 April 1999 April 2006 1sTOA No.: 12- 0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 3 of 7 https: / /www.google.coml search? q= december+ calendar+ 2013&tbm = isch &tbo— u&source--m.. 8/7/2013 december calendar 2013 - Google Search 3. LmTATioNs: Page 10 of 12 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 11 S, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (1N) and Dimensions (I x w) Tile Profile Weight W (lbf) 1 Length-1 (ft) Width -w (ft) 1 Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers - X (ft) Tile Profile x ( Batten Application x ( Direct Deck Application Villa 900 Concrete Tile 0.289 0.289 Table 3: Restoring Moments due to Gravity - M® (ft -lbf) Tile Profile 3":12" 4 ":12" 6 ":12" 6 ":12" 7":12" or greater Villa 900 Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.79 7.70 6.73 7.62 6.63 7.51 6.50 7.37 6.36 7.21 APPR011M NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 4 of 7 https:llwww.google.coml search ?q= december4-calendar+ 2013 &tbm= isch &tbo-- u&source —u... 8/7/2013 december calendar 2013 - Google Search Page 11 of 12 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 2 Fle3able Products Company TileSond Average weight per patty 11.4 grams. 3MT' 2-Component Foam Roof Tile Adhesive AH -160. Average we' ht per pafty 8 grams. (min 15/32" plywood) (min. 19132" plywood) Villa 900 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw 8.8 11.8 4.1 Concrete Tile Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1 -10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment K (ft4bf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component Mproval for installation requirements. 2 Fle3able Products Company TileSond Average weight per patty 11.4 grams. 3MT' 2-Component Foam Roof Tile Adhesive AH -160. Average we' ht per pafty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mr (ft4bf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Villa 900 Concrete Tile 3M 2- Component Foam Roof Tile Adhesive AH -160 86.61 NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Hate: 06/21112 Page 3 of 7 https: l /www.google. cam / search ?q= december+calendar+2013&tbm= inch &tbo --u&source -u... 8/7/2013 5. LABELING 5.1 All tiles shall bear the Imprint or identifiable marking of the manufactuurees name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LAnEL FOR Vn LA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. Bun DING PEli mff REQUmEMENTS: 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 Building official or Applicable building code in order to properly evaluate the installation of this system. NOA Rio.: 12- 0300.20 MIAM uw Expiration Date: 09/21/16 Approval Date: 06/1112 Page 6 of 7 P ROHLE DRAwiNG VILLA 900 C®NcmTE Rom TILE END OF THIS ACCEPTANCE ,-,L N ®A No.: 12-0308.20 E Cgl1 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 A DEPARTMENT OF PERMITTING, ENVIRONMENr, AND WGULAXORY AFFAIRS BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTA*NCF, I 3M Company 3M Center Building 0220-#5-E-06 St Paul, MN. 55144-1000 MIAMI DARE COLWI-V PRODUCT CONTROL SECTION 11805 SW 26 Street Rom. 208 lvfiami Floxida 33175-2474 T (78-6 315-2590 F ('X8-61315 -2599 SCOPE: This NDA is being. issued under the applicable rules and regulations govern ing the use Of construction materials. The documentation submitted has been reviewed a Miami Dade County and other areas where allowed by the Ruth c rity Having Jurisdiction (AHj). be used in M. and accepted by Miami -Dade aunty PERA - Product Control Section to This NOA shall not be valid afWr the expiration date stated Below. The'Nhiam--Dade county Product. Control Section (In Miami Dade County ) and/or the AHJ ( ' In areas Other than Miami Dade County,) reserw the fight to have this, product Or material tested for quality assurance purpoW& If this product r e falls t p the accepted manner, the manufacturer will incur Q material ails, o erfbrm in the expense Of such lesting and the AHJ may immediately revoke, modif�� or suspend the use of such product or material witbin wi -Na the e' - jurisdiction. PIRA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Prod *t Control Section 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 c0m Ply with the Florida Building Code including the High Velocity Hurricane Zone of the Flmida Building Code_ DIRSCRWTION: 3MTm 2-Component Foam Roof Tflie Adhe9ve AH-1Q0 L"ELMG: Each unit shall bear a permanent label with the manu:ftcturel j�3 name or logo, city,- state and following statement. "Miami-Dade County Product Control Approvedu, unless Otherw ise, 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. *11 occur W'rx the Wk8fiOu date Or if there, has been a rev or change in the TE'RMINATION of thm NOA wt *1l of the product o materials, use, and/or manuf g sales, advertising or any offierpwposes shall au r Process- MisuSe OftlusWOA as an endorsement of any productr for 0 or termination and removal of NOA. this NOA shall be cause f tomaticallY terminate this NOA. Failure to comply with any section of ADVERTWENMT: The W0A number preceded by the words Mmm,_Da& County Flori If 84Y Portion ofthe NQA is displayed, then it shall be done expiration date may be displayed in advertising literature da, and followed by the in its entirety. INSPECTION.' A copy 0,fthis entire: NOA shall be provided to the user by the MM& =ftwer ributo shall be available for inspection at thel0b she at the request of the Ruilding Official. Or As disin rs and This renews and revises NOA# 11-0124.04 and consists of pages The submitted documentation was reviewed by Ale I through 7. Alex Igera, - NOA No.: 17,0228-19 . . . . . . Date- 051,10tI7 Exphation Xppraval Date: QSnotI2 Page 1 elf f 7 RoOF,ING CoNwomm APPRovAu Category: Roofing Sub Category: Roof the adhesive Materiab: Polyurethane SCOPE: This approves 3Mrr" 2-Componest Foam Roof Tile Adhesive AR-160 as manufactured by,3M, Compajay as described in Section 2 of this Notice of Acceptance~ For the locations where the design pressure requirements, as determined by applicable building codes does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, far use with approved flat, low, and high profile roof tiles system using 2-Component Foam Roof Tde Adhesive AR-1 60 'Where the aftwhment calculations are done as a moment based system for single patty placement and as an uplift based, system for double patty systems PRODUCTS NLkNuFAcTuRFD By APPLICANT: Product Test Product Descrnfion simiff-c-ations 3MTm 2-Component Foam NIA TAS 101. Two component pobwethane -foam adhesive Roof Tile Adhesive AH- 160. Foam Dispenser RTFI400 WA Dispensing Equipment ProPack& 30 & 100 NIA Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assemby, havig a current NO-A wluch list moment resistance values with the use of 2-Component Foam Roof ile Adhesive AH-160. roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX PHYSICAL PROPERTIES: Proverty Density Compressive. Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test Results ' ASTM D 1622 1.6 lbsJfO ASTM 13- 16ZI 19 PSI ParAel W, rise 12 PSI Perpmffieular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbsffe ASTM E 96 3.1 Perm f Inch ASTM D2126 +&07% Volume Change @ 4W F, 2 weeks +6.60A V-011me Change @1580F,,100% Humidity, 2 ASTM D 2956 96% NOA No.- 12-0n&18 F-vpkmfion Datet 05110117 A P) IR A .4% 9$!Aqtxz 'Page 2 of 7- 11I1MTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTm 2- Component Foam Roof Tile Adhesive AH-160 shall solely be used with fiat, love, & high the profiles. 3. Minimum underlayrnent shall be in cOmpliaaitee with the Roofing Application Standard RA.S 120. 4. Roof `File manufactures acquiring acceptance fbr the use cif 3MTm 2- Component Foam Roof Tile Adhesive AH- I 60 roof the adhesive with their the assemblies shall test in accordance with TAS 101. S Reef Tile manufa ctum acquiring acceptance, for the use of HAND1 -S'ICK roof tile athesive with their the assemblies shall test in accordance vd(h TAS 101 witfh section 10.4 as modified herein - � F'; (F F'= t2r ISIS NGA No :12- 0228.18 M1AMl> ECQ11lC> 1k' Eapirmion Date- 051 4n7 t Approval Date: 05A WIZ Page 3. Or Note- The physical PrIaPerfim listed alive are Presented as tpieal average values as determined by accepted ASTM test mods and ire subject to normal mannfkturing variation. EVIDENCE SUBMITTED.- Test Azency Test Identifier Ted N'ametReAort Date Center for Applied Engineering 994 -060- TAS 101 04 /08194 257818 -IRA TAS 101 12/16196 25-743&-3, SSTD 11 -93- 10V251195 25- x'438-4 257438 -7 SSTD 11-93 11/42695 25 -7492 SSTD 11 -93 12/12195 Miles Laboratories, M- 589 -631 ASTM, D 1623 OW01194 Polymers Division Racntech Laboratories, Inc. 9637-92 ASTM E 108 04130193 Southwest Research Institute 01- 6743 -011 ASTMI E 108. I 1 /x16194 01- 6739- 062b[l] ASTM E 84 01116195 Trinity Engineering. 7-0504196 -1 TAS 114 03114196 Celotex Corp.. Testing Servtces 528,454 -2 -1 TAS 101 10123198 528454 -9=1 528454 -10 -1 520109 -1 TAS 101 12128198 52012 520109 =3 S2€1109 -6 520109 -7 520191 -1 TAS 101 03M2199 520109 -2-1 11I1MTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTm 2- Component Foam Roof Tile Adhesive AH-160 shall solely be used with fiat, love, & high the profiles. 3. Minimum underlayrnent shall be in cOmpliaaitee with the Roofing Application Standard RA.S 120. 4. Roof `File manufactures acquiring acceptance fbr the use cif 3MTm 2- Component Foam Roof Tile Adhesive AH- I 60 roof the adhesive with their the assemblies shall test in accordance with TAS 101. S Reef Tile manufa ctum acquiring acceptance, for the use of HAND1 -S'ICK roof tile athesive with their the assemblies shall test in accordance vd(h TAS 101 witfh section 10.4 as modified herein - � F'; (F F'= t2r ISIS NGA No :12- 0228.18 M1AMl> ECQ11lC> 1k' Eapirmion Date- 051 4n7 t Approval Date: 05A WIZ Page 3. Or !NSTALLATMNI: 1. 3MT",' 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of3MTM 2-Component Foam Roof Tile Adhesive AH -160. 2- 3WIJ 2- Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the. Component Application section and the corresponding Plac=nentDawls noted herein. The roof tile assembVs adhesive attachment with the use of 3Mrm 2- Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with: Mani Dade County Roofing Application Standards RAS 127 The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTm 2-Component Foam Roof Tile Adhesive AM 60 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 Operating, Instruction and Maintenance. Booldet 4. Installation must be by a Factory Trained X�ualified Applicator` approved and licensed by 3M— Company. 3111 Company shall supply a list of approved applicators to the authority having jurisdiction. 5 Calibration of the Foam Dispenser R-TFl 000 dispensing, equipm4mt is required before application ofany 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 beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. & '3 Mr� 2-Component Foam Roof Tile Adhesive AH-I 60 shall be applied with Foam Dispenser RTV 1000 or ProPackg, 30 & 100 dispensing equipment only, 7. 3MTm 2-COMPOnent, Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. S. 'Mes must be adhered in freshly applied a&atsiM-- Tile Must be set within 2 to 3 minutes after 3MTm 2- Component Foam Roof Tile Adhesive AH- 160 has been dispensed. 9. 3M-rm 2- Component Foam Roof Tile Adhesive AH-1 60 placement and minimum patty weight shall be in accordance with the rPlacement Details! herein. Each genetic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For. Each Generic Tile Pry Tile Profile Placement Betaff Single Paddy Weight min. (grw") Flat, Low, High Profiles #1 35 High Profile (2 Piece Barrel) #1 — —171side on cap and 34/pm Flat, Low, Hi gh Profitles #2 24 Flat Low, Hi h Profiles #3 Me TwQ Faddy Weight per Paddy Win. (grams) N/A MIA _ —NIA a NOA No...- 12-0228,18 M11 A1©AD>rEEI[l4 ill EXPbMUOU Date: 05AU117 Approval Date: 05110.42 Page 4 of 7 All 3Mrm 2- Component Foam Roof Tile Adhesive AH -160. containers shall eonply with the Standard Conditions listed herein. BU"1XG PERmT BEQu Nwx s: As required by the Building, Official or applicable building code in order to properly evaluate the installation of this system. Al��WV PLACFMENT DETAEL 1 S.MI. BAS NanthroughplasticCmaat Pa r(Ben�ihTde� naderlaymeirt e EamCouse Fbda Eaxaca = EavaCMI 6roro MROMMAN �. Nanthtoughplas�certa:tn EMCMM Faack Weaphda Eavecmaseo� Earecios�ue; { we 4�R�eaoughaetnard�tare'hitnxt Optiorre[2�c�sfim squae6a�es6tcmna�+�tlttb&paati� et�6appScatiuns Nantiva�ghPlastic 2jTnQteax�sdarm.P�Cead6�re11Zk�. Tai [a: Frooaou�e �igeoPcouartne. Th�iashathetit� n ttn� rr� a m e�rtsem�flta , %r/ Altuftseseamifiofi pantiles �re�utaC Pamarat.ftm Pak" Raft. &tshatennb. : , Eawdom Yee FkKk NOA No. 12- 022818 a [�xane�a�ut Expiration Date: OM -0117 Appm -vu Dnt%% O;+k"i A2 PAge S of7 SINGIZPATTY C.' JI nll: l I; :'.;I� w:; n:!II 1 r.I11 _ U i ;:'J •- ;11;4: I :I t� NOA No.: 12-022&19 E:piratiian Date: OSaOI17 Approva►Da#ee 0511Qtt2 Page6of7 43" L--s"d zueuss--owarAeaddy ar8mm --ON VON • ■ J rim I LAW-11 04 .i I) A SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing sy, tern installations. Additionally, the following items should be addressed as part of the agreement between the o er and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) fbddcressed the purpose of providing that the roofing system meets the wind resistance and water intrusion ance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship ns. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should 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 cordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building 4J. (The roof deck is usually concealed prior to removing the existing roof system). 1%. Common Roofs: Common roofs are those which have no visible delineation between neighboring e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner notify the occupants of adjacent units of roofing work to be performed. _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail ations of the underside of the decking may not be acceptable. The Florida Building Code provides the of maintaining this appearance. �_5. Ponding Water: The current roof system and /or deck of the building may not drain well and may water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural s and may require the review of a professional structural engineer. Ponding may shorten the life ancy and performance of the new roofing system. Ponding conditions may not be evident until the original I system is removed. Ponding conditions should be corrected. P _6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not loaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if now scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance the Florida Building Code, Plumbing. . Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of iral assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be to/,onsider additional venting which can result in extending the service life of the roof. YI /Ace Signature Date C tr cto re Property Address Permit Number Rev. 112012005, Computer Services, Building Department August 2, 2013 To: Miami Shores Village 10050 NE 2 "d Avenue Miami Shores, FL 33138 Re.: Hurricane Mitigation Retrofit Manual Inspection Proposed Re- roofing for Alvarez Residence 1515 NE 104"' Street Miami Shores, FL Inspection Affidavit This is to certify that a representative of our office has inspected the existing roof to wall connections work on August 2, 2013 of property located at: Alvarez Residence 1515 NE 104th Street Miami Shores, FL Based upon the examination, I have determined that the connections, of a minimum of four (4) 16d nails /strap, are in accordance with the Hurricane Mitigation Retrofit Manual Section 201.3 (based on 553.844 Florida Statutes). Should you have any questions regarding the above please do not hesitate to-contact us. Sincerely, CeBB Engineering & Testing Co. FBPE CA # 9807 08/02/2013 Paul Peana, P #-373341 For the F' RE: Permit# Wo 8' 13-' 3&3t Miami shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I Taw.^ F . 4we.b%.V licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC 13 .0 S4 x &1 On or about 66, !19 ,1 did personally inspect the o� f d nailinc and — (Date & time) e' fi a' "w f r bamer ork at ISIS Ni 104 V r'+ 140 .: 3 60-t1 � t, - (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) State of Florida County of Dade: The Lindersigned, being the first mentioned: Sworn to and subscribed before me this day of Notary Public, Sate of Florida at Large the contractor for the above property 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S.. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5121/2009 ederal & 'TESTI NG250 SW 13th Ave Pompano Beach, FL 33069 September 26, 2013 Innovative Roofing 3260 NW 23rd Avenue Suite 300E Pompano Beach, FL 33069 RE: TAS -106 TILE UPLIFT TESTS Proposed RooVAlvarez Residence 1515 NE 10401 Street Miami Shores, Florida Dear Sirs: Order # 13 -2608 Phone 954 -784 -2941 800 - 848 -1919 Fax 954 - 784 -7875 fed- eng.c® In accordance with your authorization, Federal Engineering & Testing, Inc has performed Tile Uplift Testing in compliance with Testing Application Standards TAS -106 and the Florida Building Code High Velocity Hurricane Zone on September 26, 2013 at the above referenced. project. The purpose of out inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 78 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS -106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Result 1-8 Comer See Attached Diagram > 35 pounds Passed 9 — 49 Field See Attached Diagram > 35 pounds Passed 50-70 Perimeter See Attached Diagram > 35 pounds Passed 71-78 Hip/Ridge See Attached Diagram > 35 pounds Passed Keith LeBlanc, F.E. Federal Engineering & Testing, Inc Florida Reg. No. 59394 M IMP) 1&7777o' Construction Material Army Corp American Concrete Miami Dade Florida Department Engineering Council of Engineers Institute County of Transportation r Page 2 9/26/13 1515 NE 10401 Street Miami Shores, Florida All test results were found to be in compliance with TAS -106 and the Florida Building Code. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc is an independent third party providing un- biased testing information and results. Federal Engineering & Testing, Inc is a third party and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Federal Engineering & Testing, Inc appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. vs. 71, Federal Engineering & Testing, Inc Florida Reg. No. 59394 Certificate of Authorization # 5471 Miami -Dade County Certification # 11- 0407.01 ENGINEERING A=Oaw = O.1z571=. A=O.4H = 0.4210'= 4.01 Perimeter Dimensions = 4.0' Corner area =128 S.F.-8 tests Perimeter area�72 S.F.-41 tests Field area--3100 S.F: 21 testa 152 Total Ridg e Caps --8 tests M gNot ketch cale E 104 Street Shores, FL mom EMERIMMEN No MOrdo ENO No A N M%wM NPFA IN ONEW 111 NMI 9NEUMOMMEMMONE ENI MINIMMEMEME bill, w IIIII&NNIMMEM OWN 01 q0offin No IN 0 110 0 MEN Mp'.w m= z z m m a z 0 N RE: Permit # Miami shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: � � 4 r 7 licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: Cc r- 1 '3,) 9(P C- On or about It I , I did personally inspect the'roof deck nailinS and (Date &time) l ate work at i 5l 5 / C, L" ST Ai® W (Complete Job Site Address) Based upon tha Texar2r'!tV,'On��l have determined the installation was done accordin to the Hurricane Mitigation Retrofit p 9 Manual (Based on 553.844 F.S) t EUNIN RUCKER Sire � ► pvbEC • sue+ of R6ft . • My Comm. Expires AW 16.2617 '••p ,.,t ,,� Its Thrash No" No Aesa. State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this (.010-1 day of Notary Public, Sate of Florida at Large 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 5121/2009 NOTICE OF COMMENCEMENT OR ek 28773 Ps 49761 (IP9) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 08115/2013 11 :06,. '4 HARVEY RUVINP CLERK OF COURT IAi1I-DADE COUNTYe FLORIDA { aka b 3a —� AN PAGE PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO N0. - THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property 2. Description of improvement: R e ✓g 3. Owner(s) name and address: qj;A� N (i T• \• Interest in property: Name and address of fee simple titleholder. j 4. Contractor's name and address: INmiiTW ®BFI �� N V U) 0Q 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: I-j i Pr Amount of bond $ S. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: N 1ft 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: (� 9. Expiration at f this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a difrent �1e spec Sio ur of Owner MMILVNMNCA&WVA `Y CORIMISSiUN # EE 019591 Print Owner's Name Prepared by Sworn to and subscribed before me this day of f , 20 Notary Public: Print Notary's I My commissio.